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Survey - Hidden Points

1279

47.4.2

Using Auxiliary Point

Description

The azimuth for a hidden point measurement can be computed using an auxiliary point. The
auxiliary point
• may already exist in the job.
• may be manually occupied during the hidden point measurements.
• may be manually typed in.
The location of the auxiliary point can be in the direction towards the hidden point or away
from the hidden point.

Diagram

P0 Known point
P1 Auxiliary point,

<Azimuth Pt:>

P2 Hidden point

α

Bearing from P2 to P0

P0 Known point
P1

Auxiliary point,

<Azimuth Pt:>

P2 Hidden point

α

Bearing from P0 to P2

P0

P2

P1

GPS12_071

P1

P2

P0

GPS12_072

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Summary of Contents for GPS1200+

Page 1: ...Leica GPS1200 Technical Reference Manual Version 7 0 English...

Page 2: ...act your agency or Leica Geosystems authorized service workshop Symbols The symbols used in this manual have the following meanings Trademarks Windows and Windows CE are a registered trademark of Micr...

Page 3: ...he manual and may also represent the touch screen models Only use the supplied stylus on the screens of the touch screen models Illustrations For the purpose of the illustrations a GX1230 model has be...

Page 4: ...uick reference field guide X Application Programs Field Manual Describes specific onboard application programs in standard use Intended as a quick reference field guide The RoadRunner applica tion pro...

Page 5: ...Single Tripod 52 1 8 Real Time Reference Two Tripods 56 1 9 Real Time Reference using SmartAntenna RX1250 and GHT56 60 1 10 SmartRover External Radio 64 1 11 SmartRover External Radio Maximized Radio...

Page 6: ...nd Windows CE desktop 112 4 3 Sleep Mode 114 4 4 Configuring Interfaces 115 4 4 1 Overview 115 4 4 2 Configuring SmartAntenna Interface 116 4 4 3 Configuring Clip On Interface 118 5 Receiver Protectio...

Page 7: ...Terminology 160 9 3 2 Creating a New Point 170 9 3 3 Editing a Point 174 9 3 4 Mean Page 179 9 4 Line Area Management 186 9 4 1 Overview 186 9 4 2 Creating a New Line Area 187 9 4 3 Editing a Line Ar...

Page 8: ...ing 236 11 2 1 Thematical Coding with Codelist 236 11 2 2 Thematical Coding without Codelist 241 11 3 Free Coding 243 11 3 1 Free Coding Using a Codelist 243 11 3 2 Free Coding with Direct Input 247 1...

Page 9: ...ation Management 294 13 5 2 Creating a New Transformation 297 13 5 3 Editing a Transformation 299 13 6 Ellipsoids 300 13 6 1 Accessing Ellipsoid Management 300 13 6 2 Creating a New Ellipsoid 303 13 6...

Page 10: ...erations 332 14 4 Editing a Configuration Set 336 15 Manage Antennas 338 15 1 Overview 338 15 2 Accessing Antenna Management 339 15 3 Creating a New Antenna 341 15 4 Editing an Antenna 343 16 Convert...

Page 11: ...1 5 Deleting an ID Template 383 19 1 6 Working Example 384 19 2 Display Settings 387 19 3 Coding Linework 393 19 4 Quality Control Settings 399 19 5 Logging of Raw Obs 402 19 6 Point Occupation Settin...

Page 12: ...iguration without Real Time Interface 479 22 3 3 Configuration of a Reference Real Time Interface 480 22 3 4 Configuration of a Rover Real Time Interface 492 22 3 5 Configuration with Digital Cellular...

Page 13: ...r 565 22 15 ASCII Remote 568 22 16 Remote 571 23 Configuration of Devices 574 23 1 Devices 574 23 1 1 Overview 574 23 1 2 Digital Cellular Phones 575 23 1 3 Modems 578 23 1 4 Radios 580 23 1 5 RS232 5...

Page 14: ...asurement Devices 613 24 7 GPRS Internet Devices 615 24 8 Internet Ethernet 617 24 9 Scanning Reference Stations 621 24 10 Configuring the Stations to Dial 623 24 10 1 Overview 623 24 10 2 Accessing C...

Page 15: ...cessing the Calculator 647 28 3 Configuring the Calculator 648 28 4 Using the Calculator 650 28 4 1 RPN Mode 650 28 4 2 Standard Mode 653 28 4 3 Description of Softkeys 656 28 4 4 Calling and Closing...

Page 16: ...Meteo 719 32 5 5 SmartAntenna 720 32 5 6 Internet 721 32 5 7 Event Input 722 32 5 8 Remote Interfaces 724 32 6 Bluetooth 726 33 MapView Interactive Display Feature 727 33 1 Overview 727 33 2 Accessin...

Page 17: ...vice 770 35 2 1 Configuring an Access to the Internet 770 35 2 2 Configuring to Connect to a Server 773 35 2 3 Using the NTRIP Service with a Real Time Rover 776 35 3 Configuring a GRX1200 GRX1200 GNS...

Page 18: ...vation 854 38 7 COGO Calculation Line Calculations Method 858 38 7 1 Line Calculation Base Point 858 38 7 2 Line Calculation Offset Point 865 38 7 3 Line Calculation Segmentation 867 38 8 COGO Calcula...

Page 19: ...ning a New Coordinate System 960 40 3 Updating a Coordinate System 973 40 4 Matching Points 974 40 4 1 Overview 974 40 4 2 Selecting a New Pair of Matching Points 975 40 4 3 Editing a Pair of Matching...

Page 20: ...Line Arc from the Job 1045 42 4 4 Defining Reference Line Arc Offsets 1053 42 4 5 Defining Reference Line Arc Slopes 1057 42 5 Measuring to a Reference Line Arc 1060 42 5 1 Measure Points 1060 42 5 2...

Page 21: ...56 44 4 2 Staking Out in Orthogonal Mode 1158 44 4 3 Staking Out in Polar Mode 1168 44 4 4 Staking Out a DTM 1172 44 4 5 Stakeout Difference Limit Exceeded 1176 45 Survey General 1179 45 1 Accessing S...

Page 22: ...f Auto Points 1236 46 4 1 Overview 1236 46 4 2 Configuring Offset Points 1239 46 4 3 Working Example 1244 47 Survey Hidden Points 1248 47 1 Overview 1248 47 2 Accessing Hidden Point Measurement 1251 4...

Page 23: ...oss Section Template 1307 48 5 3 Editing a Cross Section Template 1313 48 6 Working Example 1314 49 Volume Calculations 1318 49 1 Overview 1318 49 2 Accessing Volumes Calculations 1320 49 3 Configurin...

Page 24: ...stem Fix Data 1381 F 4 GGK Real Time Position with DOP 1383 F 5 GGK PT Real Time Position with DOP Trimble Proprietary 1385 F 6 GGQ Real Time Position with CQ 1387 F 7 GLL Geographic Position Latitude...

Page 25: ...ble of Contents GPS1200 25 Appendix G Event Input Notify Message Format 1406 Appendix H Seismic Record Format 1408 Appendix I PPS Output Notify Message Format 1410 Appendix J AT Commands 1412 Index 14...

Page 26: ...26 GPS1200 Table of Contents...

Page 27: ...1 Equipment Setup 1 1 Receiver Ports Description All receiver ports of GPS1200 are part of the receiver front panel Ports on the receiver front panel GX1210 GX1220 GX1220 GNSS GX1230 GX1230 GNSS and G...

Page 28: ...with PPS Event option h Battery compartment B not for GRX1200 GRX1200 GNSS c Battery compartment A with CompactFlash card compartment i Port PPS PPS output on GX1200 with PPS Event option d LED indic...

Page 29: ...emote inter face in out 8 pin LEMO k Port P2 Power out data in out or remote inter face in out 8 pin LEMO f Port PWR Power in 5 pin LEMO l Port P1 Power out data in out or remote inter face in out 8 p...

Page 30: ...ace in out 8 pin LEMO e Port P3 Power out data in out or remote interface in out 8 pin LEMO k Port P2 Power out data in out or remote interface in out 8 pin LEMO f Port PWR Power in 5 pin LEMO l Port...

Page 31: ...e connection is needed to connect the GNSS antenna which is mounted on the pillar to the receiver The receiver and the RX1200 can be kept in the container Note that the receiver can be programmed with...

Page 32: ...1 AX1203 GNSS AR25 AT504 GG f Receiver GX1210 GX1220 GX1220 GNSS GX1230 GX1230 GNSS b Carrier g Two batteries c Tribrach h 2 8 m antenna cable d Pillar plate if required i CompactFlash card e RX1210 i...

Page 33: ...into the receiver 8 Insert the CompactFlash card into the receiver 9 Connect the receiver to the GNSS antenna using the antenna cable and port ANT on the receiver 10 Attach the RX1210 to the receiver...

Page 34: ...of the carrier stub An incorrectly mounted GNSS antenna will have a direct effect on the results If the receiver is left in the container during use in high temperatures the lid should be left open Re...

Page 35: ...is either clipped to the tripod leg or is placed in the transport container One connection is needed to connect the GNSS antenna to the receiver Note that the receiver can be programmed with the RX12...

Page 36: ...Equipment Setup GPS1200 36 Equipment setup a GNSS antenna AX1201 AX1203 GNSS g Receiver GX1210 GX1220 GX1220 GNSS GX1230 GX1230 GNSS b Carrier h Two batteries GPS12_013 a c d e f g h i j k b...

Page 37: ...that the tribrach is still level 7 Insert the batteries into the receiver 8 Insert the CompactFlash card into the receiver 9 Connect the receiver to the GNSS antenna using the antenna cable and port A...

Page 38: ...ect on the results If the receiver is left in the container during use in high temperatures the lid should be left open Refer to the GPS1200 User Manual for operating and storage temperatures Use an e...

Page 39: ...extended periods of use in the field Description The receiver is placed in the minipack Connections are made to the GNSS antenna and the RX1200 GNSS antenna is mounted directly using screw fitting If...

Page 40: ...GPS1200 40 Equipment setup a GNSS antenna AX1201 AX1203 GNSS h 1 6 m antenna cable b Upper half aluminium pole with screw i Minipack c 1 2 m antenna cable j 1 8 m RX to GX cable GPS12_014 a b c d e i...

Page 41: ...ole 5 Clip the RX1210 into the holder 6 Lock RX1210 to the holder by pushing up at the back of the red botton of the locking device 7 Insert the batteries into the receiver 8 Insert the CompactFlash c...

Page 42: ...ntenna cable and the other end to the GNSS antenna 15 Connect the 1 8 m RX to GX cable to the RX1210 16 Pass the 1 8 m RX to GX cable through the opening in the bottom corner of the minipack flap and...

Page 43: ...n of cables in the minipack Next step a 1 6 m antenna cable b 1 8 m RX to GX cable to the RX1210 GPS12_035 a b IF the receiver And the RX1200 is Refer to chapter has been pre programmed being used 45...

Page 44: ...re that the GNSS antenna and the screw to stub adapter slide down the full length of the stub before tightening the locking ring An incor rectly mounted GNSS antenna will have a direct effect on the r...

Page 45: ...he RX1200 is fixed to the pole grip with a holder With another holder the receiver is fixed to the pole One connection is needed to connect the GNSS antenna to the receiver Another connection is neede...

Page 46: ...Setup GPS1200 46 Equipment setup a GNSS antenna AX1201 AX1203 GNSS g Receiver GX1210 GX1220 GX1220 GNSS GX1230 GX1230 GNSS b 1 8 m antenna cable h Holder for receiver on pole GPS12_015 a b c d e g h...

Page 47: ...ttach the receiver holder and tighten the screw The narrower end of the receiver holder faces upwards 6 Screw the GNSS antenna to the top of the pole 7 Clip the RX1210 into the holder 8 Lock RX1210 to...

Page 48: ...down the full length of the stub before tightening the locking ring An incor rectly mounted GNSS antenna will have a direct effect on the results 14 Press PROG on the RX1210 to switch the receiver on...

Page 49: ...re many obstacles such as fences Description The RX1200 with the receiver attached is fixed to the pole grip with a holder One connec tion is needed to connect the GNSS antenna to the receiver GNSS an...

Page 50: ...nt setup a GNSS antenna AX1201 AX1203 GNSS f Receiver GX1210 GX1220 GX1220 GNSS GX1230 GX1230 GNSS b Upper half aluminium pole with screw g 1 2 m antenna cable c Grip for pole h Lower half aluminium p...

Page 51: ...ion 1 Screw the two halves of the pole together 2 Slide the grip onto the pole 3 Attach the holder for receiver together with RX1210 and tighten the screw 4 Screw the GNSS antenna to the top of the po...

Page 52: ...The radio antenna is mounted on the antenna arm which clips to the GNSS antenna Note that the receiver can be programmed with the RX1200 prior to use which can then be omitted from the setup The GX12...

Page 53: ...ipment Setup GPS1200 53 Equipment setup a Radio antenna i RX1210 if required b Radio antenna arm 15 cm long j Receiver GX1210 GX1220 GX1220 GNSS GX1230 GX1230 GNSS a b h i j k c l m n o e d f g GPS12_...

Page 54: ...3 Post Processed Static Reference on Tripod Follow steps 1 to 13 2 Clip the antenna arm to the GNSS antenna 3 Screw the radio antenna onto the antenna arm 4 Attach the radio in its housing to port P1...

Page 55: ...of the carrier stub An incorrectly mounted GNSS antenna will have a direct effect on the results If the receiver is left in the container during use in high temperatures the lid should be left open Re...

Page 56: ...1 7 Real Time Reference Single Tripod The same description applies except that the radio antenna is mounted on the second tripod This increases the height of the radio antenna and therefore maximizes...

Page 57: ...Equipment setup a GNSS antenna AX1201 AX1203 GNSS j Radio antenna arm 3 cm long b Carrier k 2 8 m antenna cable c Height hook l Telescopic rod d Tribrach m Base for telescopic rod i j f g h l m n k a...

Page 58: ...radio in its housing to port P1 or P3 on the receiver 3 Set up the second tripod nearby 4 Screw the base for the telescopic rod onto the tripod 5 Screw the radio antenna arm onto the telescopic rod 6...

Page 59: ...GNSS antenna will have a direct effect on the results If the receiver is left in the container during use in high temperatures the lid should be left open Refer to the GPS1200 User Manual for operatin...

Page 60: ...e radio housing for a device and the GHT56 can be assembled to make one unit The GHT56 clips to the tripod leg Connection between SmartAntenna and RX1250 is made via Bluetooth GNSS antenna is mounted...

Page 61: ...0 61 Equipment setup a SmartAntenna i Radio housing b Battery for SmartAntenna j Transport container c Height hook k RX1250 d Carrier l Radio antenna e Tribrach m Battery for RX1250 f a j o n m l k d...

Page 62: ...tenna 6 Screw the SmartAntenna onto the carrier 7 Check that the tribrach is still level 8 Insert the CompactFlash card into the RX1250 9 Insert the battery into the RX1250 10 Attach the RX1250 to the...

Page 63: ...ed with the GHT56 16 Remove the mounting arm if attached to the GHT56 The mounting arm is used to mount RX1250 on a pole 17 Screw the GHT57 onto the back of the GHT56 18 Hang the GHT56 on the tripod l...

Page 64: ...X1250X is fixed to the pole grip with the GHT56 The radio plus radio antenna attaches to the GHT56 Connection between the SmartAntenna and the RX1250X is made via Blue tooth GNSS antenna is mounted di...

Page 65: ...ent setup a SmartAntenna g Lower half aluminium pole b Battery for SmartAntenna h Radio antenna c Upper half aluminium pole with screw or stub i Battery for RX1250X d Grip for pole j CompactFlash card...

Page 66: ...250X 6 Insert the battery into the RX1250X 7 Attach the RX1250X to the GHT56 8 Attach the radio in its housing to the GHT56 9 Screw the 90 TNC connector onto the radio housing The 90 TNC connector is...

Page 67: ...w to stub adapter slide down the full length of the stub before tightening the locking ring An incor rectly mounted GNSS antenna will have a direct effect on the results IF Refer to chapter the SmartA...

Page 68: ...ween the Smart Antenna and the RX1250X is made via Bluetooth The radio attaches to the GHT56 The radio antenna is mounted on the antenna arm which clips to the SmartAntenna This increases the height o...

Page 69: ...Equipment Setup GPS1200 69 Equipment setup RX12_32 a b c e d k j i l m n o f h g...

Page 70: ...o 1 10 SmartRover External Radio Follow steps 1 to 4 2 Clip the antenna arm to the SmartAntenna 3 Screw the radio antenna onto the antenna arm 4 Insert the CompactFlash card into the RX1250X 5 Insert...

Page 71: ...w to stub adapter slide down the full length of the stub before tightening the locking ring An incor rectly mounted GNSS antenna will have a direct effect on the results IF Refer to chapter the SmartA...

Page 72: ...the GNSS antenna radio antenna and RX1200 The cables coming from the minipack can be disconnected in the event that an obstacle such as a fence has to be crossed GNSS antenna is mounted directly usin...

Page 73: ...73 Equipment setup a GNSS antenna AX1201 AX1203 GNSS j 1 8 m RX to GX cable b Upper half aluminium pole with screw or stub k Receiver GX1210 GX1220 GX1220 GNSS GX1230 GX1230 GNSS GPS12_018 a b c d r q...

Page 74: ...or P3 on the receiver 3 Place the receiver in the minipack with the top side facing outwards and the receiver front panel to the top 4 Fasten the strap around the receiver 5 Push the telescopic rod th...

Page 75: ...le brake 14 Connect one end of the second 1 2 m antenna cable to the loose end of the 1 6 m antenna cable and the other end to the GNSS antenna 15 Connect the 1 8 m RX to GX cable to the RX1210 16 Pas...

Page 76: ...Next step a 1 6 m antenna cable b 1 8 m RX to GX cable c 1 2 m antenna cable to connect radio housing and radio antenna c GPS12_036 a b IF the receiver AND the RX1200 is Refer to chapter has been pre...

Page 77: ...re that the GNSS antenna and the screw to stub adapter slide down the full length of the stub before tightening the locking ring An incor rectly mounted GNSS antenna will have a direct effect on the r...

Page 78: ...nnection is made from the receiver to the GNSS antenna Another connection is made from the receiver to the RX1200 The radio plus radio antenna attaches to the receiver GNSS antenna is mounted directly...

Page 79: ...Radio in housing b Upper half aluminium pole with screw i Receiver GX1210 GX1220 GX1220 GNSS GX1230 GX1230 GNSS c 1 8 m antenna cable j Holder for receiver on pole d Grip for pole k RX1210 e Holder f...

Page 80: ...ect effect on the results f Lower half aluminium pole m Two batteries g Radio antenna n CompactFlash card Step Description 1 Refer to 1 5 Post Processed Kinematic All on Pole Option 1 Follow steps 1 t...

Page 81: ...lder One connec tion is needed to connect the GNSS antenna to the receiver The radio plus radio antenna attaches to the receiver GNSS antenna is mounted directly using screw fitting If using stub and...

Page 82: ...AX1201 AX1203 GNSS g 1 2 m antenna cable b Upper half aluminium pole with screw h Lower half aluminium pole c Grip for pole i Radio antenna d Holder for RX1210 and receiver on pole j Radio in housing...

Page 83: ...direct effect on the results f Receiver GX1210 GX1220 GX1220 GNSS GX1230 GX1230 GNSS l CompactFlash card Step Description 1 Refer to 1 6 Post Processed Kinematic All on Pole Option 2 Follow steps 1 t...

Page 84: ...tions The applications are Post processed kinematic pole and minipack Real time rover pole and minipack Antenna pole strap Ensures the antenna pole does not sway around and remains as upright as possi...

Page 85: ...ers to the hips when properly adjusted contains velcro attachments through which cables can be passed GPS12_138 The internal net pouch is designed for carrying an AX1201 AX1203 GNSS antenna when not i...

Page 86: ...e the minipack can be kept half or even fully open when in use To half open the minipack 1 Open the minipack halfway 2 Tuck the flap inside 3 Secure it with the velcro pad To fully open the minipack 1...

Page 87: ...be checked and adjusted before the first use before each precision survey after long periods of transport after long periods of work if the temperature changes by more than 20 C Equipment checklist Ch...

Page 88: ...ble using the adjustment pin in conjunction with the adjustment screws on the bottom side of the bubble Refer to paragraph Diagram 8 Reattach the precision bubble to the tribrach 9 Check that no screw...

Page 89: ...Equipment Setup GPS1200 89 Diagram GPS12_61...

Page 90: ...centre variations into account Vertical or slope height GPS1200 accepts vertical and slope antenna heights measured to the Mechanical Refer ence Plane For the majority of GNSS antennas including all...

Page 91: ...an ical Reference Planes MRP standard GPS1200 System 500 non Leica any vertical height to the MRP possibly vertical offset Refer to 2 2 Mechan ical Reference Planes MRP non Leica antenna standard GPS1...

Page 92: ...g Refer to 2 2 Mechan ical Reference Planes MRP IF the antenna is AND the accesso ries are AND the setup is THEN the measure ments required are For Leica antennas Are handled automatically in the stan...

Page 93: ...red to is where the phase centre variations refer to varies for different antennas The MRP is shown for each GPS1200 antenna AX1201 AX1203 GNSS SmartAntenna a The mechanical reference plane is the und...

Page 94: ...lane is the under side of the preamplifier housing The AT504 AT504 GG is built to a JPL design spec ified by the IGS for reference stations 34 5 mm 379 4 mm GPS12_030 a a The mechanical reference plan...

Page 95: ...ts GPS1200 95 2 3 Determining Antenna Heights 2 3 1 Pillar Setup One of the Leica standard antennas is used AX1201 AX1203 GNSS SmartAntenna AR25 AT504 AT504 GG AT501 AT502 AT503 Leica standard accesso...

Page 96: ...he pillar benchmark and the mechanical reference plane of the antenna Normally it is determined indirectly by levelling a Mechanical reference plane b Vertical phase centre offset for L1 c Vertical ph...

Page 97: ...een the pillar benchmark and a surface on the carrier 2 Refer to paragraph Carrier and adapter dimensions Look up the height differ ence between this surface on the carrier and where the MRP of the an...

Page 98: ...tical height reading into the receiver The vertical offset of 0 00 m is stored in the antenna setup record for a pillar setup and will automatically be taken into account GRT144 carrier with GAD31 scr...

Page 99: ...al phase centre variations For carriers other than those shown in the diagram above the dimensions must be deter mined Except for Leica standard antennas plus accessories the vertical offset must be m...

Page 100: ...Antenna Heights GPS1200 100 2 3 2 Tripod Setup One of the Leica standard antennas is used AX1201 AX1203 GNSS SmartAntenna AR25 AT504 AT504 GG AT501 AT502 AT503 Leica standard accessories are used...

Page 101: ...ence between the ground mark and the bottom end of the height hook It is determined using the height hook a Mechanical reference plane b Vertical phase centre offset for L1 c Vertical phase centre off...

Page 102: ...hase centre variations For other than the carriers shown in the diagram above the dimensions must be determined and the vertical offset must be adapted For other height measurement devices than the he...

Page 103: ...01 AX1203 GNSS SmartAntenna AT502 AT503 Leica standard accessories are used Pole setup a Mechanical reference plane b Vertical phase centre offset for L1 c Vertical phase centre offset for L2 d Vertic...

Page 104: ...ord for a pole setup and will automatically be taken into account It does not need to be entered Refer to 2 1 Overview for the vertical phase centre variations For other than the Leica standard poles...

Page 105: ...plane b Horizontal offset c Slope height reading d Vertical offset e Vertical phase centre offset for L1 f Vertical phase centre offset for L2 An AT504 AT504 GG antenna Dorne Margolin T as specified...

Page 106: ...tenna Next step Determine the horizontal and vertical offset At the beginning of a survey enter the slope height reading The horizontal and vertical offsets must also be configured in MANAGE Antennas...

Page 107: ...e field Usually a tripod or pillar setup is used Refer to 14 Manage Configuration Sets for full instructions on how to program the receiver Use GPS1200 without RX1200 Step Description 1 Set up the equ...

Page 108: ...eiver automatically begins to acquire and track satellites and record data as defined in the receiver configuration 6 To shut down the equipment press and hold down the ON OFF button for 4 s The LED i...

Page 109: ...o memory device is available CompactFlash card is not inserted or internal memory not fitted green memory capacity is okay on selected device flashing green memory capacity is 75 full on selected devi...

Page 110: ...receiver without RX1200 but must be entered into LGO for post processing A field record sheet is intended for writing down this necessary information such as point ID and antenna height Example Field...

Page 111: ...Using RX1250 GPS1200 111 4 Using RX1250 4 1 Overview Description Some important characteristics of the RX1250 are explained in this chapter...

Page 112: ...software a Icon to start Leica SmartWorx software b Windows CE desktop c Task bar d Start button RX12_33 a b d c IF THEN RX1250 is started the Leica SmartWorx software starts up automatically Windows...

Page 113: ...d double click to maximise it OR select SmartWorx in the task bar to maximise it IF THEN IF THEN Leica SmartWorx software is to be minimised SHIFT MINIM F5 in Main Menu Leica SmartWorx software is to...

Page 114: ...ep mode the RX1250 shuts down and reduces power consumption Rebooting RX1250 from sleep mode is quicker than a cold start after turning off Putting RX1250 into sleep mode The RX1250 can only be put in...

Page 115: ...Interface configurations Refer to chapter Real Time Reference using Smart Antenna RX1250 and GHT56 SmartAntenna interface via Blue tooth or USB 4 4 2 Clip on interface for radio or digital cellular p...

Page 116: ...a free Bluetooth port 5 DEVCE F5 6 CONFIGURE Devices Highlight ATX1230 7 CONT F1 8 SRCH F4 to search for Bluetooth devices SmartAntenna must be turned on 9 CONFIGURE Search Bluetooth Device All avail...

Page 117: ...Using RX1250 GPS1200 117 Once the Bluetooth connection is established the Bluetooth LED on the Smart Antenna starts flashing in blue Step Description...

Page 118: ...Description 1 Select Main Menu Config Interfaces in the Leica SmartWorx software 2 Highlight Real Time 3 EDIT F3 4 CONFIGURE Real Time Mode R Time Mode Rover or R Time Mode Reference Port Clip on 5 D...

Page 119: ...UnblocKing code is required Refer to 21 6 Start Up Power Down for information on activating PIN protection This chapter explains the workflow of entering PIN and PUK Access GPS1200 Enter Security PIN...

Page 120: ...bsequent screen SHIFT QUIT F6 To turn off the receiver Field Option Description PIN Code User input The PIN code as previously defined in CONFIGURE Start Up Power Down PIN Code page The correct PIN co...

Page 121: ...PIN Code Error 479 wrong the fifth time the PUK code is required Refer to paragraph GPS1200 Enter Security PIN Code Error 478 IF the PIN code entered is THEN OK F4 To return to GPS1200 Enter Security...

Page 122: ...y PIN Code Error 478 Next step OK F4 to access GPS1200 Enter Security PUK Code wrong the fifth time the PUK code is required Refer to paragraph GPS1200 Enter Security PIN Code Error 478 IF the PIN cod...

Page 123: ...Option Description PUK Code User input The PUK code as generated by Leica Geosystems For receivers delivered with firmware version 2 10 or higher the PUK code comes with the receiver For receivers de...

Page 124: ...IF the PUK code entered is THEN correct the old PIN code is cleared and the PIN protection is deactivated GPS1200 Main Menu is displayed Refer to 7 Main Menu wrong GPS1200 keeps asking for the correc...

Page 125: ...21 2 Hot Keys User Menu for the configuration of hot keys Use The first level is accessed by pressing F7 F8 F12 directly The second level is accessed by pressing SHIFT first followed by F7 F8 F12 Hot...

Page 126: ...ift Hot Keys select F7 CONF Coding Linework Settings For User Menu select 1 CONF Coding Linework Settings 3 CONT F1 4 CONT F1 5 Press F7 to access CONFIGURE Coding Linework OR Press USER and 1 to acce...

Page 127: ...option in the menu carries out the function or starts the application program assigned to the option Access Press USER to access GPS1200 User Menu Job Name GPS1200 User Menu Job Name This is an examp...

Page 128: ...Configurable Keys GPS1200 128 Define USER key step by step To define the USER key is the same as for the hot keys Refer to paragraph Define hot key step by step...

Page 129: ...isplayed If desired the instrument can be configured to start up with a user defined screen Refer to 21 6 Start Up Power Down GPS1200 Main Menu CONT F1 To select the highlighted option and to continue...

Page 130: ...receiver to a file on the CompactFlash card in a customised ASCII format or in DXF format 7 5 To import ASCII GSI or DXF data from a file on the CompactFlash card to a job on the receiver To copy poin...

Page 131: ...s addi tion subtraction multiplication division statis tical functions trigonometric functions conver sions or roots To view files on the CompactFlash card or the internal memory To manually type in a...

Page 132: ...for configuration sets with R Time Mode None or R Time Mode Rover To configure auto point and hidden point meas urements functionality CSYS F6 To change the coordinate system Refer to 13 4 1 Creating...

Page 133: ...200 Programs The application programs menu contains all loaded application programs including Survey They are listed in the order in which they were loaded Next step CONT F1 To select the highlighted...

Page 134: ...contain the following RoadRunner Refer to separate manual RoadRunner Rail Refer to separate manual For Main Menu Programs Reference Line Refer to chapter 42 For Main Menu Programs Reference Plane Refe...

Page 135: ...ing editing and deleting GPS1200 Management Next step jobs coordinate systems data configuration sets codelists antennas CONT F1 To select the highlighted option and to continue with the subsequent sc...

Page 136: ...Main Menu GPS1200 136 For Main Menu Manage Coordinate Systems Refer to chapter 13 For Main Menu Manage Configuration Sets Refer to chapter 14 For Main Menu Manage Antennas Refer to chapter 15...

Page 137: ...ge options GPS1200 Convert Data Next step CONT F1 To select the highlighted option and to continue with the subsequent screen For Main Menu Convert Export Data from Job Refer to chapter 16 For Main Me...

Page 138: ...anges made are stored in the configuration set GPS1200 Configuration Configu ration Set Next step CONT F1 To select the highlighted option and to continue with the subsequent screen For Main Menu Conf...

Page 139: ...continue with the subsequent screen For Main Menu Tools Format Memory Device Refer to chapter 25 For Main Menu Tools Transfer Objects Refer to chapter 26 For Main Menu Tools Upload System Files Refer...

Page 140: ...ng Out a DTM Road jobs Refer to the GPS1200 RoadRunner Manual Default job A job called Default is available on the receiver after formatting the memory device inserting a previously formatted CompactF...

Page 141: ...a choicelist in some screens for example the XX Begin screen of application programs MANAGE Jobs Device Listed are all data jobs stored on the CompactFlash card or in the internal memory if fitted dep...

Page 142: ...tored on the CompactFlash card or internal memory IF a job THEN is to be selected highlight the desired job CONT F1 closes the screen and returns to the screen from where MANAGE Jobs Device was access...

Page 143: ...er to the stated chapter for more information on screens Step Description Refer to chapter 1 In MANAGE Jobs Device highlight a job The settings of this job including sort and filter settings are appli...

Page 144: ...vice The device on which the new job will be stored Depending on the receiver options this may be an output field 4 PAGE F6 changes to the Codelist page 5 MANAGE New Job Codelist page 11 Codelist Choo...

Page 145: ...putes the absolute differences between two points selected from a list of measured points which are all stored with the same point ID The selection determines the avail ability of the subsequent field...

Page 146: ...ill be taken into account for absolute differences From Easting to Cartesian Z The acceptable absolute differences for each coordinate component For Averaging Mode Off No other fields are available 10...

Page 147: ...al page Name Rename the job Device Cannot be edited The remaining functionality on this page is identical with the creation of a new job 8 3 DATA F5 accesses MANAGE Data Job Name To view edit and dele...

Page 148: ...stored in the job MANAGE Edit Job Job Name Codelist page Codelist If codes had been copied from a System RAM codelist the name of the codelist is displayed If codes have been typed in then the name of...

Page 149: ...ionality on this page is identical with the creation of a new job 8 3 DATA F5 accesses MANAGE Data Job Name To view edit and delete points lines and areas stored with the job Points lines and areas ar...

Page 150: ...ANAGE Codes is explained here Refer to 10 5 Managing Codes for infor mation on MANAGE Codes Access step by step Available for jobs which have a codelist attached Step Description 1 Refer to 8 2 Access...

Page 151: ...can be added to a code and line styles can be changed Refer to paragraph MANAGE Edit Code MORE F5 To display information about the code group the code type the code description and the quick codes if...

Page 152: ...fer to 10 5 2 Creating a New Code an existing job code is to be edited highlight the job code and EDIT F3 Refer to paragraph MANAGE Edit Code STORE F1 To store the code including any newly created att...

Page 153: ...can be added with NEW A F2 Line codes and Area codes New attributes can be added with NEW A F2 The line style can be changed This new line style is stored to the code It can be decided whether or not...

Page 154: ...data with their related information editing data creating new data deleting existing data filtering existing data Objects Objects are points lines and areas have a unique identification ID This is the...

Page 155: ...OR From a choicelist in some screens for example in application programs OR Tap the line area icon Refer to the GPS1200 System Field Manual for information on icons The objects listed on the pages bel...

Page 156: ...he codes if stored with any point the time and the date of when the point was stored the 3D coordinate quality the class and the flag for Linework PAGE F6 To change to another page on this screen SHIF...

Page 157: ...nd EDIT F2 Refer to 9 3 3 Editing a Point a line area is to be managed PAGE F6 changes to the Lines X and Areas X page Refer to paragraph MANAGE Data Job Name Lines X page MANAGE Data Job Name Areas X...

Page 158: ...o another page on this screen SHIFT DEL F4 To delete the highlighted line area SHIFT FILT F5 To define sort and filter settings Refer to 9 6 Point Sorting and Filters Column Description Line or Area T...

Page 159: ...ion on hot keys is to be closed highlight the line area and CLOSE F4 OR press a hot key configured to close all open lines areas This hot key can be used at any time Refer to 6 1 Hot Keys for informa...

Page 160: ...e class a point ID can contain more than one coordinate triplet of the same and or of different classes Class The class describes the type of coordinate triplet Description of classes The following ta...

Page 161: ...ber of triplets One MEAS Type Measured points differentially corrected using real time phase real time code or post processing Measured points with angles and distances Calculated from some applicatio...

Page 162: ...ce TPS Possible number of triplets Unlimited Class Characteristic Description Sub class Description Instrument source COGO Indirect coordinate determination with application program COGO GPS or TPS NO...

Page 163: ...S Hidden Point Indirect coordinate determination with hidden point measurements GPS or TPS Additional sub classes for GNSS sensors GNSS Code Only Direct coordinate determination with code solu tion GP...

Page 164: ...Shift Rtn COGO Shift Rotate Scale Manual COGO Shift Rotate Scale Match Pts GPS or TPS COGO Traverse COGO Traverse GPS or TPS Copied Point Convert Data Copy points between jobs GPS or TPS Cross Sectio...

Page 165: ...rmation on the source is available GPS or TPS RefLine Grid Reference Line staked out in a defined grid GPS or TPS RefLine Meas Reference Line measured GPS or TPS RefLine Stake Reference Line staked ou...

Page 166: ...vey Event Survey Event input GPS Survey Instant Survey measured with Pt Occupation Instan taneous in CONFIGURE Point Occupation Settings GPS Survey Rem Pt Survey Remote Point TPS Survey Static Survey...

Page 167: ...devi ates from the true position by less than the CQ value different from the standard deviation CQ versus standard deviation The standard deviation as CQ would often be too optimistic This is why the...

Page 168: ...Reflects all error sources such as diffraction multipath ionospheric and tropospheric disturbances Indicator of the measurement noise and environmental condi tions Elements of cofactor matrix Reflect...

Page 169: ...ar in all four quadrants For the height determination satellites can appear in two quadrants This weakens the height position compared to the plan position For a phase fixed solution Centimetre level...

Page 170: ...nt ID The name of the new point The configured point ID template is used The ID can be changed in the following ways To start a new sequence of point ID s type over the point ID For an individual name...

Page 171: ...able for local coordi nates Changes between the ellipsoidal and the orthometric height 4 PAGE F6 changes to the Code page 5 MANAGE New Point Code page 19 3 The setting for Thematc Codes in CONFIGURE C...

Page 172: ...A F2 allows additional attributes to be created for this point code NAME F3 or VALUE F3 Available for attributes for which an attribute name can be typed in To highlight Attribute n or the field for t...

Page 173: ...er Entered Instrument source GPS It may happen that a point with the same point ID exists in the job If the codes and or attribute values of the new and the existing point do not match a screen opens...

Page 174: ...end on the properties of the point being edited 3 MANAGE Edit Point Point ID Coords page It is possible to edit the point ID and for points of Class CTRL and Class EST also the coordinates Other point...

Page 175: ...int ID Obs page For GPS points The name of the real time reference station from where the GPS point was measured the name of antenna used to measure the point and the baseline values are shown in outp...

Page 176: ...Last Used shows the last used attribute values which are stored for this point code in the active codelist Attributes Default Values shows the default attribute values for this point code if existing...

Page 177: ...PAGE F6 changes to the Annots page 12 MANAGE Edit Point Point ID Annots page 19 7 The comments to be stored with the point can be edited except for 4 if a GPS seismic value has been recorded Continue...

Page 178: ...ch has been previously used in other application programs for example COGO or hidden point measurements does not update the application results It may happen that a point with the same point ID exists...

Page 179: ...Edit Job Job Name Avge page After averaging the Mean page becomes available in MANAGE Edit Point Point ID and accessible from the Survey application program SURVEY Survey Job Name Survey page Availab...

Page 180: ...The horizontal and height distances from the measured points to the average are computed and displayed on the Mean page A check is performed that the differences for the position and height component...

Page 181: ...nagement Access within Survey From within the Survey application program the Mean page is accessible for R Time Mode Rover Step Description 1 Refer to 9 2 Accessing Data Management to access MANAGE Da...

Page 182: ...Refer to Descrip tion of columns below EDIT F3 To view and edit the highlighted measured coordinate triplet It is possible to edit the point ID and the antenna height without impact on all other clas...

Page 183: ...for Averaging Mode Absolute Diffs and Yes is set in the Use column for exactly two measurements To display the absolute coordinate differences when a local coordinate system is active Differences exce...

Page 184: ...e The time the measured coordinate triplet was stored Date The date the measured coordinate triplet was stored The format is as defined in CONFIGURE Units Formats Time page dPos The horizontal distanc...

Page 185: ...GPS1200 185 Next step IF a measured coor dinate triplet THEN is not to be viewed STORE F1 stores the changes and returns to MANAGE Data Job Name is to be viewed highlight a measured coordinate triplet...

Page 186: ...ication program These can be all points except auxiliary points Points can be simultaneously assigned to one or more lines and or areas A line area can have a style for display in MapView a code indep...

Page 187: ...step by step The following table explains the most common settings Refer to the stated chapter for more information on screens Step Description Refer to chapter 1 MANAGE Data Job Name 2 PAGE F6 until...

Page 188: ...e and select a line style if necessary 6 PAGE F6 changes to the Code page 7 MANAGE New Line Code page 19 3 The setting for Thematc Codes in CONFIGURE Coding Line work determines the availability of th...

Page 189: ...row If no continue with step 9 NEW A F2 allows additional attributes to be created for this line code NAME F3 or VALUE F3 Available for attributes for which an attribute name can be typed in To highli...

Page 190: ...ction FUNC Create New Line Quick FUNC Create New Area Quick Pressing the hot key or selecting the function from the user menu creates and immediately stores the new line area For the line area ID the...

Page 191: ...iption Refer to chapter 1 MANAGE Data Job Name 2 PAGE F6 until the Lines X page is active 3 In MANAGE Data Job Name Lines X page highlight a line to be edited 4 EDIT F3 to access MANAGE Edit Line Line...

Page 192: ...ID Points page All points belonging to the line are listed The point that was added last to the line is at the top of the list ADD F2 Accesses MANAGE Select Point with the Points and Map page To add...

Page 193: ...ode NAME F3 or VALUE F3 Available for attributes for which an attribute name can be typed in To highlight Attribute n or the field for the attribute value The name of Attribute n can be edited and an...

Page 194: ...The gate can also be represented as a line Some points belong to more than one line Working technique Real time kinematic Setting F7 is configured to access the MANAGE Data Job Name screen Refer to 6...

Page 195: ...4 MANAGE Data Job Name Lines X page The line F1 must be open the lines F2 and G1 must be closed To open close a line highlight the line and CLOSE F4 and OPEN F4 5 CONT F1 6 SURVEY Survey Job Name 45...

Page 196: ...the line 14 Highlight the line F2 CLOSE F4 to close the line Line G1 stays open 15 CONT F1 16 SURVEY Survey Job Name 45 3 3 Measure points along gate G1 These points are automatically added to line G...

Page 197: ...Hot Keys for information on hot keys Step Description 1 Refer to 9 2 Accessing Data Management to access MANAGE Data Job Name 2 In MANAGE Data Job Name on the Points page SHIFT LOG F4 to access MANAGE...

Page 198: ...and return to the screen from where this screen was accessed NEW F2 To insert a free code below this means time wise before the currently highlighted object or record The functionality of inserting a...

Page 199: ...the screen from where MANAGE Data Log Job Name was accessed MORE F5 To display information about the type of data recorded the time and the date of when it was stored or for lines and areas when they...

Page 200: ...ed in the SystemRAM If the CompactFlash card is formatted then these last used sort and filter settings are used for the job Default Changing the active job does influence the sort settings for the ob...

Page 201: ...IFT FILT F5 to access MANAGE Sorts Filters 3 MANAGE Sorts Filters This screen consists of three pages one for each type of object The page for an object is displayed when the equivalent page is displa...

Page 202: ...ints with point ID s between the entered start and end ID The points are left aligned and sorted by the first digit Pt ID Wildcard Shows points with point ID s matching the wildcard Time Shows points...

Page 203: ...ID User input Available for Filter Range of Pt ID s The last point to be displayed Wildcard User input Available for Filter Pt ID Wildcard and are supported indicates an undefined number of unknown c...

Page 204: ...n Instrument All TPS GPS LEICA Geo Office Level Data Logger Third Party SW or Unknown Available for Filter Instrument Points originating from this instrument type are shown Type WGS84 Only or Local On...

Page 205: ...The radius of the circle within which the points are shown Line ID Choicelist Available for Filter Individual Line Opening the choicelist opens MANAGE Data Job Name Refer to 9 2 Accessing Data Managem...

Page 206: ...n MANAGE DATA Job Name are updated CODES F4 Available for Filter Code Code Group To select the line codes to be used PAGE F6 To change to another page on this screen Field Option Description Sort Asce...

Page 207: ...de Code Group Shows lines with selected codes attached Refer to 9 6 2 Point Line and Area Code Filter since the functionality is identical to the point code filter Field Option Description CONT F1 To...

Page 208: ...Manage Data GPS1200 208 Next step CONT F1 returns to the screen from where MANAGE Sorts Filters was accessed...

Page 209: ...d according to the settings in MANAGE Sort Codes Step Description 1 Refer to 9 6 1 Sorting and Filters for Points Lines and Areas to access MANAGE Sorts Filters 2 Select Filter Point Code 3 CODES F4 t...

Page 210: ...S1200 210 USE F5 To activate and deactivate the filter for the highlighted code NONE F6 or ALL F6 To deactivate or activate all point codes SHIFT SORT F5 To define the order of the codes Accesses MANA...

Page 211: ...For example points still to be staked out with a particular code can be filtered Access step by step MANAGE Stakeout Filter Step Description 1 Refer to 9 6 1 Sorting and Filters for Points Lines and...

Page 212: ...Manage Data GPS1200 212 Description of fields Field Option Description View All Shows all points Pts to Stakeout Shows points not yet staked out Staked Points Shows points which are already staked out...

Page 213: ...ect For coding points lines and areas have the same behaviour In this chapter object is used as generic term for points lines and areas Code group A code group allows codes belonging to the same theme...

Page 214: ...ee codes Time related information recorded between objects in the field A time stamp is recorded with each free code It allows to export free codes and objects in a chronological order to be used for...

Page 215: ...stored with the code Up to twenty attributes can be related to one code Attributes are not compulsory Structure of attributes Point code To record a code directly with a point This is thematical point...

Page 216: ...e created in LGO or on the receiver Mandatory An input for the attribute is compulsory The attribute value must be typed in the field New attributes with this attribute type can be created in LGO Fixe...

Page 217: ...mber for example 5 New attributes with this attribute value type can be created in LGO None An input for the attribute must be typed in New attributes with this attribute value region can be created i...

Page 218: ...Manage Codelists GPS1200 218 Codelist Description A codelist is a collection of codes that can be used to describe surveyed objects in the field Elements of a codelist Code group Code Attributes...

Page 219: ...1 20 Code 1 2 Attribute 1 2 1 Attribute Attribute 1 2 20 Code Code group 2 Code 2 1 Attribute 2 1 1 Codelist Trees Birch Height Condition Remark Oak Circumference Condition Infrastructure Road Materia...

Page 220: ...codelist The creating editing and managing of codelists is explained in this chapter In order to use a codelist on the receiver it must be transferred from the CompactFlash card to the System RAM Refe...

Page 221: ...eturn to the screen from where this screen was accessed If this screen was accessed from a choicelist the codes from the high lighted codelist are copied to the active job NEW F2 To create a codelist...

Page 222: ...t CONT F1 copies the codes of the codelist to the active job closes the screen and returns to the screen from where MANAGE Codelists was accessed is to be created NEW F2 Refer to 10 4 Creating Editing...

Page 223: ...F2 or EDIT F3 2 MANAGE New Codelist or MANAGE Edit Codelist Name A unique name for the codelist The name may be up to 16 characters long and may include spaces Input required Description A detailed de...

Page 224: ...code groups belong to the selected System RAM codelist when this screen was accessed through Main Menu Manage Codelists OR to the job codelist when MANAGE Codes was accessed from an application progr...

Page 225: ...Code EDIT F3 To edit the highlighted code Refer to 10 5 3 Editing a Code DEL F4 To delete the highlighted code MORE F5 To display information about the code descrip tion the quick codes if available...

Page 226: ...F THEN a code is to be created NEW F2 Refer to 10 5 2 Creating a New Code a code is to be edited highlight the code and EDIT F3 Refer to 10 5 3 Editing a Code code groups are to be accessed SHIFT GROU...

Page 227: ...paces Input required Code Desc A detailed description of the code This can be for example the full designation if Code is an abbreviation Input optional Group The code group to which the code is to be...

Page 228: ...n which lines areas are represented in MapView and LGO Code Type makes a code unique Code can be the same value with different Code Type within the same codelist For example Code Oak can have Code Typ...

Page 229: ...If no continue with step 6 6 STORE F1 adds the new code and any associated attributes to the System RAM codelist and returns to the screen from where this screen was accessed A new code can also be c...

Page 230: ...access MANAGE Codes 2 EDIT F3 to access MANAGE Edit Code 3 All following steps are identical with the creation of a new code Refer to 10 5 2 Creating a New Code Follow the instructions in paragraph Cr...

Page 231: ...ssed from an application program MANAGE New Job or MANAGE Edit Job Step Description 1 Refer to 10 5 1 Accessing MANAGE Codes to access MANAGE Codes 2 SHIFT GROUP F4 to access MANAGE Code Groups CONT F...

Page 232: ...de group or not The options are Yes and No The codes belonging to a deactivated code group cannot be selected from the choicelist for code selection USE F2 changes between the options IF a code group...

Page 233: ...easured For coding points lines and areas have the same behaviour In this chapter the word object is used as a generic term for points lines and areas Coding methods Coding method Characteristic Descr...

Page 234: ...red hot key opens a choicelist with the free codes of the job codelist For free coding with direct input Pressing the configured hot key opens a screen for alphanumeric input Recording of the codes St...

Page 235: ...de Point occu pation begins Recording of the codes For thematical codes Together with the objects With Auto STOP Yes and Auto STORE Yes the points and codes are immediately stored For free codes Store...

Page 236: ...must be configured Access Open the choicelist for Code in a display mask of an application program OR Open the choicelist for a Code Point Code in MANAGE New Point Code page in data management The pr...

Page 237: ...attributes for the selected code LAST F4 Available if a code has been previously used in the active job To select from a list of last used codes The codes are sorted by time with the most recently us...

Page 238: ...active code groups are available for selection Codes marked with have attributes attached 19 3 10 6 3 Highlight the desired code If a point code is selected then any open line area is closed The occu...

Page 239: ...me can be typed in To highlight Attribute n or the field for the attribute value Attributes of type mandatory or fixed and of value type real or integer must be created in LGO online help in LGO Up to...

Page 240: ...ts in the job the codes the attribute names and the attribute values of the new and the existing point must be identical Should they not be identical a screen opens where the code or attribute mismatc...

Page 241: ...nagement The procedure is similar for lines and areas OR Point Code in MANAGE Edit Point Point ID Code page in data management The procedure is similar for lines and areas OR in the field Code Auto in...

Page 242: ...with the selected code idependently of any line area If a line code is selected then any open line is closed and a new line with the selected code is created The line ID is defined by the configured l...

Page 243: ...contains free codes A hot key is configured to access the screen FREECODE Select Free Code or the user defined menu is configured to display the option Select Free Code Access Press a hot key configur...

Page 244: ...F4 Available if a free code has been previously used in the active job To select from a list of last used free codes The free codes are sorted by time with the most recently used code at the top of th...

Page 245: ...able for selection Free codes marked with have attributes attached 10 6 3 Highlight the desired code 4 ATRIB F3 to access FREECODE Enter Attributes 5 FREECODE Enter Attributes Free Code The name of th...

Page 246: ...ust be created in LGO online help in LGO Up to twenty attributes can be added LAST F4 recalls the last used attribute values for the selected code DEFLT F5 recalls the default attribute values for the...

Page 247: ...r Free Code Attributes Refer to 6 1 Hot Keys for information on hot keys OR Press USER and select Enter Free Code to access the screen FREECODE Enter Free Code Attributes Refer to 6 2 USER Key for inf...

Page 248: ...s To select from a list of last used free codes The free codes are sorted by time with the most recently used code at the top of the list In FREECODE Last Used Free Codes press ATRIB F3 to type in att...

Page 249: ...For Quick Code On in CONFIGURE Coding Linework Quick coding is active and can be used For Quick Code Off in CONFIGURE Coding Linework Press a hot key configured to switch between Quick Code Off and Qu...

Page 250: ...CONFIGURE Coding Line work determines by how many keystrokes quick coding is executed 19 3 ENTER to execute quick coding already after one or two keystrokes Available for Digits 2 and Digits 3 in CONF...

Page 251: ...be corrected 11 6 4 Quick coding for a point code is finished 5 Quick coding for free codes continues from here The free code assigned to the quick code is searched for in the job codelist and point o...

Page 252: ...ing for Digits in CONFIGURE Coding Line work determines by how many keystrokes quick coding is executed 19 3 ENTER to execute quick coding already after one or two keystrokes Available for Digits 2 an...

Page 253: ...00 253 11 5 SmartCodes 11 5 1 Overview Description SmartCodes is basically a quick way for code to be selected and point to be measured All existing coding linework and point measurement functionality...

Page 254: ...s SHIFT CONF F2 to access SURVEY Configu ration SURVEY Configuration SCode page The settings on this page activate the using of SmartCodes and define the method All settings in this panel are stored w...

Page 255: ...play mask element is shown Point ID The identifier for manually occupied points The configured point ID template is used Refer to 45 3 Surveying Points 3D CQ The current 3D coordinate quality of the c...

Page 256: ...t Available for Show Codes All Codes When this field is active surveyed points that have the same code attached are strung to one line Refer to 19 3 Coding Linework Method Method by which subsequent c...

Page 257: ...ed Forward The code boxes are used in the same way as defined in SURVEY Survey Job name SCode page Backward The code boxes are used in the reverse way as defined in SURVEY Survey Job name SCode page N...

Page 258: ...apter for more information on screens OCUPY F1 To start recording positions The position mode icon changes to the static icon F1 changes to STOP The highlighted code is stored with the point CODES F3...

Page 259: ...focus on Code Block 1 press enter to access SURVEY Manage Code Blocks panel 5 NEW F2 to create a new code block Code blocks can only be created or deleted in SURVEY Manage Code Blocks panel 6 CONT F1...

Page 260: ...active job is displayed 2 SHIFT EXPRT F2 copies codes and code blocks from the job to an existing or new codelist To create a new codelist refer to Creating Editing a Codelist 10 4 Copying code block...

Page 261: ...ve the focus on a code box When String Attrib is active you can type in an attribute value below the code name of the highlighted code box F4 or F5 to increase or decrease the value Applies only if th...

Page 262: ...aph Creating a Code Block step by step to access SURVEY Survey Job Name SCode page 11 5 4 3 Create a line area SmartCode and return to SURVEY Survey Job Name SCode page 11 5 3 The line area is opened...

Page 263: ...oint cannot have different codes XX Point Code Mismatch Description of fields STORE F1 To store the highlighted code and any associ ated attributes with the point being stored and to continue with the...

Page 264: ...s automatically if the codes of the new and the existing point do not match 1 Highlight the code to be stored with the new point 2 STORE F1 stores the highlighted code and any associated attributes wi...

Page 265: ...butes The name of the screen changes with pressing CURNT F5 or STORD F5 For simplicity the screen shown is XX Attributes Already Stored XX Attributes Already Stored Pressing CURNT F5 XX Attributes Bei...

Page 266: ...butes as stored for the existing point in the job For XX Attributes Being Stored The attributes of the new point Step Description XX Attributes Already Stored opens automatically if the attribute name...

Page 267: ...ework listbox In all application programs and on the Auto page in Survey a display mask can be configured to show a field Linework with a choicelist The selection from the choicelist determines the ac...

Page 268: ...ework must be defined in CONFIGURE Coding Linework Settings Linework page R Time Mode None or R Time Mode Rover in CONFIGURE Real Time Mode Access step by step Step Description 1 Select Main Menu Surv...

Page 269: ...ata is collected When Auto STOP Yes in CONFIGURE Point Occupation Settings recording of positions ends automatically as defined by the stop criteria The position mode icon changes to the moving icon F...

Page 270: ...a which is currently open is closed and the last point belonging to that line area is given the End Line Close Area linework flag The point may or may not be stored with a point code 3pt Curve Stores...

Page 271: ...y line area which is currently open is closed and the last point belonging to that line area is given the End Line Close Area linework flag The point may or may not be stored with a point code ReOpen...

Page 272: ...tored with the next point 3 OCUPY F1 4 STOP F1 5 STORE F1 Depending on the option selected for Linework a line area is opened closed or re opened 6 Repeat steps 1 to 5 until all points are occupied 7...

Page 273: ...and coding can also be combined using SmartCodes Refer to 11 5 4 Using SmartCodes Configuration options The configuration for the types of codes available and the configuration for coding with without...

Page 274: ...without choicelist Else the configuration of a field for code types is optional Configure in CONFIGURE Coding Linework Coding page Show Codes Only Pt Codes or Show Codes All Codes Code Required x x x...

Page 275: ...work and Coding Access step by step SURVEY Survey Job Name Survey page This is what a display mask configured for Linework and coding looks like The most important keys are explained For the explanati...

Page 276: ...y the stop criteria The position mode icon changes to the moving icon F1 changes to STORE STORE F1 To store the point information When Auto STORE Yes in CONFIGURE Point Occupa tion Settings the measur...

Page 277: ...r to perform coding without Linework 4 OCUPY F1 5 STOP F1 6 STORE F1 The point is stored with the selected code Depending on the selection for Linework a line area is opened closed An open line area i...

Page 278: ...de or to perform Linework without coding 2 Code Type The type of the selected code This field is an output field It can not be changed Select the type of the entered code 3 Linework Select an option f...

Page 279: ...ode being selected The point is stored as part of the line area Depending on the selection for Linework a line area is opened closed An open line area is closed and a new line area is opened when the...

Page 280: ...ly received from a reference network Refer to 22 3 4 Configuration of a Rover Real Time Interface can be downloaded to LGO can be uploaded from LGO All GPS surveyed points are always stored as WGS 198...

Page 281: ...dinate Systems GPS1200 281 Elements of coordinate system The five elements which define a coordinate system are a transformation a projection an ellipsoid a geoid model a Country Specific Coordinate S...

Page 282: ...WGS 1984 ellipsoid c WGS 1984 geodetic Latitude longitude ellip soidal height d 7 parameter transformation dX dY dZ rx ry rz scale e Local cartesian X Y Z f Local ellipsoid g Local geodetic Latitude...

Page 283: ...ate a coordinate system called None Active coordinate system The active coordinate system is the one attached to the job currently being used One coor dinate system is always considered as the active...

Page 284: ...g baselines are ellipsoidal heights Existing heights are usually orthometric heights also called height above the geoid height above mean sea level or levelled height The mean sea level corre sponds t...

Page 285: ...ms of accuracy they may vary considerably and global models in particular should be used with caution If the accuracy of the geoid model is not known it might be safer to use local control points with...

Page 286: ...tion 2 Determination of the final local grid coordinates by applying a shift in Easting and Northing interpolated in the grid file of the CSCS model Cartesian 1 Performing the specified transformation...

Page 287: ...OR Press USER Refer to 6 2 USER Key for information on the USER key OR From a choicelist in some screens for example in MANAGE New Job Coord System page OR Press CSYS F6 in some screens for example in...

Page 288: ...System EDIT F3 To edit the highlighted coordinate system Refer to 13 4 2 Editing a Coordinate System DEL F4 To delete the highlighted coordinate system This is not possible when the highlighted coor d...

Page 289: ...d highlight the desired coordinate system CONT F1 closes the screen and returns to the screen from where MANAGE Coordinate Systems was accessed is to be created highlight any coordinate system and NEW...

Page 290: ...y manual creation Access Refer to 13 3 Accessing Coordinate System Management to access MANAGE Coordi nate Systems Create a coordinate system step by step The following table explains the most common...

Page 291: ...als of the control points according to the distance between each control point and the newly transformed point Residuals Multiquadratic distributes the residuals using a multiquadratic interpolation a...

Page 292: ...ssing Coordinate System Management to access MANAGE Coordi nate Systems Edit a coordinate system step by step The following table explains the most common settings Refer to the stated chapter for more...

Page 293: ...of a preliminary 3D transformation which is used together with the selected projection to obtain preliminary grid coordinates to be used for a final 2D transformation Make the required changes 4 STORE...

Page 294: ...tems with source RTCM Refer to RTCM coordinate system Access step by step Step Description 1 Refer to 13 3 Accessing Coordinate System Management to access MANAGE Coordinate Systems 2 In MANAGE Coordi...

Page 295: ...13 5 2 Creating a New Transformation EDIT F3 To edit the highlighted transformation Refer to 13 5 3 Editing a Transformation DEL F4 To delete the highlighted transformation MORE F5 To display informa...

Page 296: ...ransformation CONT F1 closes the screen and returns to the screen from where MANAGE Transformations was accessed is to be created highlight any transformation and NEW F2 Refer to 13 5 2 Creating a New...

Page 297: ...pter 1 In MANAGE Transformations highlight a transformation A copy of this transformation is taken for further configurations 2 NEW F2 to access MANAGE New Transformation 3 MANAGE New Transformation G...

Page 298: ...ion model to be used For Transf Model Molodensky Bad additional input fields are available Select at least a height mode and a transformation model CLEAR F5 Available for Transf Model Molodensky Bad T...

Page 299: ...nt to access MANAGE Transformations 2 In MANAGE Transformations highlight a transformation to be edited 3 EDIT F3 to access MANAGE Edit Transformation 4 All following steps are identical with the crea...

Page 300: ...step by step MANAGE Ellipsoids Listed are all ellipsoids stored in the database DB X Step Description 1 Refer to 13 3 Accessing Coordinate System Management to access MANAGE Coordinate Systems 2 In MA...

Page 301: ...lipsoid DEL F4 To delete the highlighted ellipsoid SHIFT SET D F4 To turn the highlighted ellipsoid into a user defined default ellipsoid stored in the receiver SHIFT DEFLT F5 To recall the deleted de...

Page 302: ...Manage Coordinate Systems GPS1200 302 is to be edited highlight the ellipsoid and EDIT F3 Refer to 13 6 3 Editing an Ellipsoid IF an ellipsoid THEN...

Page 303: ...on screens Step Description Refer to chapter 1 In MANAGE Ellipsoids highlight an ellipsoid A copy of this ellipsoid is taken for further configurations 2 NEW F2 to access MANAGE New Ellipsoid 3 MANAGE...

Page 304: ...nagement to access MANAGE Ellip soids 2 In MANAGE Ellipsoids highlight an ellipsoid to be edited 3 EDIT F3 to access MANAGE Edit Ellipsoid 4 All following steps are identical with the creation of a ne...

Page 305: ...fer to RTCM coordinate system Access step by step Step Description 1 Refer to 13 3 Accessing Coordinate System Management to access MANAGE Coordinate Systems 2 In MANAGE Coordinate Systems highlight a...

Page 306: ...13 7 2 Creating a New Projection EDIT F3 To edit the highlighted projection Refer to 13 7 3 Editing a Projection DEL F4 To delete the highlighted projection SHIFT SET D F4 Available unless a default...

Page 307: ...according to the selected zone number Oblq Mercator Oblique Mercator Oblique Mercator Conformal projection onto a cylinder The cylinder is tangent to any circle other than the equator or a meridian Me...

Page 308: ...gin which is the centre of the projection Double Stereo Double Stereographic Conformal azimuthal projec tion onto a plane The point of projection is on the surface of the sphere diametrically opposite...

Page 309: ...Manage Coordinate Systems GPS1200 309 is to be edited highlight the projection and EDIT F3 Refer to 13 7 3 Editing a Projection IF a projection THEN...

Page 310: ...apter 1 In MANAGE Projections highlight a projection A copy of this projec tion is taken for further configurations 2 NEW F2 to access MANAGE New Projection 3 MANAGE New Projection Name A unique name...

Page 311: ...Projection Management to access MANAGE Projec tions 2 In MANAGE Projections highlight a projection to be edited 3 EDIT F3 to access MANAGE Edit Projection 4 All following steps are identical with the...

Page 312: ...eoid models can be created on the receiver in one of three ways Creation In LGO with export onto a CompactFlash card or the internal memory of the receiver Extension gem 1 Here the geoid field file is...

Page 313: ...apter 3 Here the geoid field file is transferred to the System RAM and can be used at any time The total size of all files in the System RAM is restricted to 1 MB Refer to 26 Tools Transfer Objects fo...

Page 314: ...Coordinate System Management to access MANAGE Coordinate Systems 2 In MANAGE Coordinate Systems highlight a coordinate system to be edited 3 EDIT F3 to access MANAGE Edit Coordinate System 4 In MANAGE...

Page 315: ...s associated with this geoid model is then also deleted INTL F6 To create a new geoid model The DATA GPS GEOID directory of the internal memory is automatically scanned for geoid field files Refer to...

Page 316: ...n on geoid field files Create geoid model step by step Step Description 1 Refer to 13 8 2 Accessing Geoid Model Management to access MANAGE Geoid Models 2 CFCRD F2 to scan the DATA GPS GEOID directory...

Page 317: ...m WGS 1984 to local grid without the need of transformation parameters The creation of CSCS models on the receiver and the functionality of all screens and fields are similar to those for geoid models...

Page 318: ...programs Default configuration sets can be edited and deleted It is always possible to restore the default configuration sets User defined configura tion sets New configuration sets can be created Th...

Page 319: ...in some screens for example the begin screen of application programs MANAGE Configuration Sets CONT F1 To select the highlighted configuration set and to return to GPS1200 Main Menu NEW F2 To create...

Page 320: ...recall previously deleted default configura tion sets and to reset default configuration sets to the default settings User defined configura tion sets are not affected IF a configuration set THEN is...

Page 321: ...onfiguration set A copy of this configuration set is taken for further configurations 14 2 3 NEW F2 to access MANAGE New Configuration Set A copy of the highlighted configuration set is created 4 MANA...

Page 322: ...ation set Allows to access these individual screens and to change settings 7 CONT F1 8 Is the configuration for a static operation 14 3 2 Is the configuration for a post processed kinematic operation...

Page 323: ...d chapter for more information on individual screens Step Description Refer to chapter 1 Refer to 14 3 Creating a New Configuration Set Follow the instruc tions in paragraph Configuration step by step...

Page 324: ...r static operations with long baselines and over long time Log Rate 15 0s or Log Rate 30 0s For reference stations for post processed ensure that Log Rate is the same rate as at the rover 11 FILES F6...

Page 325: ...Survey Pts No Template Used Auto Pts Time Date Auxil Pts No Template Used Lines No Template Used Areas No Template Used 20 CONT F1 21 MANAGE Configuration Sets The adapted configuration set is highli...

Page 326: ...ted chapter for more information on individual screens Step Description Refer to chapter 1 Refer to 14 3 Creating a New Configuration Set Follow the instruc tions in paragraph Configuration step by st...

Page 327: ...19 5 Log Raw Obs Static Moving 11 FILES F6 12 CONFIGURE Raw Observation Files 19 5 Use Separate Files No 13 CONT F1 leads back to CONFIGURE Logging of Raw Obs 14 CONT F1 15 CONFIGURE Point Occupation...

Page 328: ...me Date Auxil Pts No Template Used Lines No Template Used Areas No Template Used 20 CONT F1 21 MANAGE Configuration Sets The adapted configuration set is highlighted 22 CONT F1 closes the screen and r...

Page 329: ...tivated A GX1210 GX1220 or GX1220 GNSS provides DGPS to 0 25 1 m level Configuration step by step The following table provides recommendations for the most common settings For all other fields the def...

Page 330: ...ONT F1 The sequence of screens varies slightly when a second real time device was configured before the configuration set wizard was started 7 The next screen depends on the setting for Device in CONF...

Page 331: ...ogging of Raw Obs 19 5 Log Raw Obs No 14 CONT F1 15 MANAGE Configuration Sets The adapted configuration set is highlighted 16 CONT F1 closes the screen and returns to GPS1200 Main Menu The highlighted...

Page 332: ...rovides DGPS to 0 25 1 m level Configuration step by step The following table provides recommendations for the most common settings For all other fields the default settings can be used Refer to the s...

Page 333: ...tenna AX1203 GNSS Pole Default Ht 2 0000 Meas Type Vertical 7 CONT F1 8 CONFIGURE Display Settings 19 2 Select the display masks to be used with this configuration set DMASK F3 configures the selected...

Page 334: ...No 15 CONT F1 16 CONFIGURE Quality Control Settings 19 4 Allow 2D Posn Yes 17 CONT F1 18 CONFIGURE ID Templates Survey Pts No Template Used Auto Pts Time Date Auxil Pts No Template Used Lines No Temp...

Page 335: ...nage Configuration Sets GPS1200 335 21 CONT F1 closes the screen and returns to GPS1200 Main Menu The highlighted configuration set is then the active configuration set Step Description Refer to chapt...

Page 336: ...d Choose one of the following options and access the required screens to edit the configuration set Select Main Menu Config Refer to 7 Main Menu OR From inside an application program press USER and th...

Page 337: ...Manage Configuration Sets GPS1200 337 OR In CONFIGURE Wizard Mode press LIST F6 Refer to 14 3 Creating a New Configu ration Set...

Page 338: ...elected from a list Additional antennas can be defined Default antennas contain an elevation dependent correction model New antenna correction models can be set up and transferred to the receiver usin...

Page 339: ...ion on the USER key OR From a choicelist in some screens for example the SURVEY Survey Begin screen MANAGE Antennas CONT F1 To select the highlighted antenna and to return to the previous screen NEW F...

Page 340: ...EN is to be selected highlight the desired antenna CONT F1 closes the screen and returns to the screen from where MANAGE Antennas was accessed is to be created highlight the antenna with offset charac...

Page 341: ...e for the new antenna Hz Offset Horizontal offset of measurement reference point 2 V Offset Vertical offset of measurement reference point L1 PhOffset Offset of L1 phase centre L2 PhOffset Offset of L...

Page 342: ...set up number of the antenna This identifies the version number of the current calibration The combination of values typed in here provides a unique standard ised ID for the antenna being used 5 STOR...

Page 343: ...escription 1 In MANAGE Antennas highlight the antenna to be edited 2 EDIT F3 to access MANAGE Edit Antenna General page 3 MANAGE Edit Antenna All the following steps are identical with the creation of...

Page 344: ...ormation on how to configure the interface Export format Format Characteristic Description Custom ASCII Export variables Refer to the online help of LGO Format definition Composed individually as form...

Page 345: ...system Height Orthometric height and ellipsoidal height are supported Specialities Points in file outside of CSCS model Points outside of CSCS model are not exported Points in file outside of geoid mo...

Page 346: ...Convert Export Data from Job GPS1200 346 Points in file outside of geoid model The ellipsoidal height is exported Format Characteristic Description...

Page 347: ...fer to 6 1 Hot Keys for information on hot keys OR Press USER Refer to 6 2 USER Key for information on the USER key Next step IF exporting to THEN custom ASCII format Refer to 16 3 Exporting Data from...

Page 348: ...en transferred to the System RAM Access Refer to 16 2 Accessing the Data Export Functionality to access EXPORT Export ASCII Data from Job Export data step by step The following table explains the most...

Page 349: ...utomatically suggested based on the job name to be exported and an extension The default extension to be used can be configured in the EXPORT Define ASCII Export panel using CONF F2 Select the job to...

Page 350: ...setting for Filter on these pages defines which lines or areas are exported 7 CONT F1 accepts the changes and returns to EXPORT Export ASCII Data from Job CSYS F6 accesses EXPORT Coordinate Systems T...

Page 351: ...tion Refer to chapter 1 EXPORT Export ASCII Data from Job 16 1 Export To RS232 Port displays the port currently configured to be used with RS232 IFACE F5 accesses CONFIGURE Export Job Interface To cho...

Page 352: ...EXPORT Coordinate Systems To update the coordinate system in which the coordinates are exported 13 3 5 CONT F1 exports the data 6 Information message Are more data to be exported If yes continue with...

Page 353: ...Description 1 EXPORT Export DXF from Job Job All jobs from Main Menu Manage Jobs can be selected When in this choicelist press CFCRD F6 or INTL F6 to select a job from a different memory device Coord...

Page 354: ...ode Code Attri or Code Descr Attri PAGE F6 changes to the Labels page The settings on this page define which labels with information Point ID Coords Height and Pt Code for each point are exported Each...

Page 355: ...Convert Export Data from Job GPS1200 355 If no continue with step 6 5 YES F6 Repeat steps 1 to 4 6 NO F4 returns to the GPS1200 Main Menu Step Description...

Page 356: ...tep Description 1 EXPORT Export LandXML from Job Job All jobs from Main Menu Manage Jobs can be selected When in this choicelist press CFCRD F6 or INTL F6 to select a job from a different memory devic...

Page 357: ...ings for export Accesses EXPORT Sorts Filters 3 EXPORT Sorts Filters Points page Sort The order in which points lines and areas are exported Filter Defines which points are exported PAGE F6 changes to...

Page 358: ...NT F1 exports the data Message Do not remove CF Card 7 Information message Are more data to be exported If yes continue with step 5 If no continue with step 6 8 YES F6 Repeat steps 1 to 6 9 NO F4 retu...

Page 359: ...acteristic Description ASCII Import variables Point ID grid coordinates thematical codes No free codes no attributes Format definition Free format Use and order of variables and delimiter can be defin...

Page 360: ...g and Northing can be switched during import Units As defined in the GSI file Heights Orthometric or ellipsoidal Specialities Local heights but no coordi nates in file Points are imported without coor...

Page 361: ...int ID class and coding of points already existing in the job Case 1 Point already exists in database with class CTRL Format definition Fixed format X Y Z Units Not predefined Heights Z value imported...

Page 362: ...to the point No Point imported Yes Is the attached code the same as for the point already existing in the database Yes Point imported No Should the existing code for the point in the database be repl...

Page 363: ...Convert Import Data to Job GPS1200 363 Point imported with code...

Page 364: ...o access the screen IMPORT Import Data to Job Refer to 6 1 Hot Keys for information on hot keys OR Press USER Refer to 6 2 USER Key for information on the USER key Next step IF importing data in THEN...

Page 365: ...the CompactFlash card can be selected To Job Choosing a job as destination for import makes this job the active job All jobs from Main Menu Manage Jobs can be selected Header This option allows up to...

Page 366: ...g Import 6 IMPORT Define Ht Type Easting Import Import as The height type for the imported data Easting The Easting can be imported as written in the ASCII file or it can be multiplied by 1 This is re...

Page 367: ...card can be selected To Job Choosing a job as destination for import makes this job the active job All jobs from Main Menu Manage Jobs can be selected CONF F2 accesses IMPORT Define GSI Import For Sw...

Page 368: ...GSI Data to Job 5 CONT F1 imports the data Points with a height 20000 m are not imported 6 Information message Are more data to be imported If yes continue with step 7 If no continue with step 8 7 YE...

Page 369: ...n the DATA directory on the Compact Flash card can be selected To Job Choosing a job as destination for import makes this job the active job All jobs from Main Menu Manage Jobs can be selected CONF F2...

Page 370: ...be converted 2 CONT F1 leads back to DXF IMPORT Import DXF Data to Job 3 CONT F1 imports the data Message Do not remove CF Card 4 Information message Are more data to be imported If yes continue with...

Page 371: ...ne the order of the points in the listing The point filter settings define the points to be viewed in the listing Only points are copied observation data is not copied When points are copied from one...

Page 372: ...nes and areas are shown on separate pages Selected sort and filter settings apply Refer to 9 3 Point Management CSYS F6 To select a different coordinate system Field Option Description From Job Choice...

Page 373: ...eas are to be surveyed Default ID templates Seven ID templates are implemented by default Default ID template Description 0001 Suggested as ID for measured points in default configuration sets This ID...

Page 374: ...an be turned off when editing this ID template Refer to 19 1 4 Editing an ID Template Time Date The current local time and date is the ID Use Code String Allows the line area ID assigned to a line are...

Page 375: ...d to access the screen CONFIGURE ID Templates Refer to 6 1 Hot Keys for information on hot keys OR Press USER Refer to 6 2 USER Key for information on the USER key OR Within the configuration set wiza...

Page 376: ...for auxiliary points These points are used when trying to find a stake out point Lines Choicelist Sets the ID templates for lines Areas Choicelist Sets the ID templates for areas IF an ID template THE...

Page 377: ...of the ID template and the format of the ID object Any characters including spaces are allowed Leading spaces are not accepted Increment ID s are incremented numerical or alphanumerical Increment By T...

Page 378: ...mplates was accessed Step Description ID Increment By Next point ID Notes Point994 5 Point999 Point1004 994point 5 999point 1004point 123point123 10 123point113 Right hand side numbers are incremented...

Page 379: ...quires nega tive sign and will result in more than 16 characters Template Increment value Next point ID s Notes Point994 5 Point999 Point99E Point99J 994point 5 994poiny Point ID increment fail Lower...

Page 380: ...200 380 ABCDEB 5 ABCDEB ABCDEG Abcdez Point ID increment fail Upper case alpha characters increment from upper to lower case until z is reached Then a new point ID must be entered Template Increment v...

Page 381: ...ate The type of ID template selected for editing determines the availability of the fields on this screen Available for the default ID template No Template Used ID The name of the ID template cannot b...

Page 382: ...Config Survey Settings GPS1200 382 7 CONT F1 returns to CONFIGURE ID Templates 8 CONT F1 returns to the screen from where CONFIGURE ID Templates was accessed Step Description...

Page 383: ...ghlight any field 3 ENTER 4 CONFIGURE ID Template Library Highlight the ID template to be deleted DEL F4 It does not matter if the ID template is being used in a configuration set The ID template will...

Page 384: ...Working technique Real time kinematic Goal The first point ID s for survey points are Bolt 001 Bolt 002 A different point ID can be entered manually during the survey The following point ID s will be...

Page 385: ...Refer to 45 3 Surveying Points to access SURVEY Survey Job Name 2 SURVEY Survey Job Name Point ID Bolt 001 is shown automatically At the point to be measured place and level the pole on the point 3 O...

Page 386: ...o 9 until all points with the ID RoadXXXX are surveyed 12 SURVEY Survey Job Name The next required point ID is BM98 It is valid for one point SHIFT INDIV F5 13 SURVEY Survey Job Name Type BM98 Indiv P...

Page 387: ...ngs OR Press a hot key configured to access the screen CONFIGURE Display Settings Refer to 6 1 Hot Keys for information on hot keys OR Press USER Refer to 6 2 USER Key for information on the USER key...

Page 388: ...display mask Refer to paragraph CONFIGURE Define Display Mask n Field Option Description Define Mask 1 2 3 or 4 Selected display mask Use in Survey Output Indicates if the display mask is shown or hid...

Page 389: ...CONFIGURE Display Settings was accessed is to be edited highlight the display mask and DMASK F3 Refer to paragraph CONFIGURE Define Display Mask n CONT F1 To accept changes and to return to CONFIGURE...

Page 390: ...play mask during the point occupation unless STOP Criteria None or Indicator None Annot 1 4 Input field for comments to be stored with the point Antenna Ht Input field for antenna height for static ob...

Page 391: ...observa tions Msd PP Obs Output field for the number of static observations recorded over the period of point occupation Appears in the display mask when recording of static observations is configured...

Page 392: ...ry temperature to be stored with point Temp Wet Input field for wet temperature to be stored with point Time at Point Output field for the time from when the point is occu pied until point occupation...

Page 393: ...ess a hot key configured to access the screen CONFIGURE Coding Linework Refer to 6 1 Hot Keys for information on hot keys OR Press USER Refer to 6 2 USER Key for information on the USER key OR Within...

Page 394: ...during a survey using ENTER after typing one or two digits of the quick code indicates the end of the input Rec Free Code After Point or Before Point Available unless Quick Code Never Determines if a...

Page 395: ...ttribute value Attributes of attribute type mandatory must always be created in LGO Code Change Only The screen XX Enter Mandatory Attribute will only appear when a new code with a mandatory attribute...

Page 396: ...k of an application program The selection for Linework in a display mask determines the flag stored with a point The availability of Linework in a display mask is configured in CONFIGURE Define Displa...

Page 397: ...input Opens a new line when the next point is stored Any lines which are currently open are closed The point may or may not be stored with a point code 3pt Curve User input Stores the linework flag f...

Page 398: ...put Stores the linework flag to stop a spline Cont Spline User input Indicates a line area is open with spline line type Begin Area User input Opens a new area when the next point is stored Any areas...

Page 399: ...ality Control Settings OR Press a hot key configured to access the screen CONFIGURE Quality Control Settings Refer to 6 1 Hot Keys for information on hot keys OR Press USER Refer to 6 2 USER Key for i...

Page 400: ...r dinate quality Maximum CQ User input Available unless CQ Control None The maximum acceptable coordinate quality DOP Limit None GDOP PDOP HDOP or VDOP If activated the limit defined in Maximum DOP is...

Page 401: ...Config Survey Settings GPS1200 401 Next step CONT F1 returns to the screen from where CONFIGURE Qualtiy Control Settings was accessed...

Page 402: ...ield This can happen due to problems with the real time data reception Observations must be logged on all receivers which will be used for post processing The settings on this screen define the loggin...

Page 403: ...To accept changes and return to the screen from where this screen was accessed Field Option Description Log Raw Obs Never Available unless R Time Mode Reference No raw observation logging during eithe...

Page 404: ...rence Raw observation logging No Available for R Time Mode Reference No raw observation logging Log After User input Available for Log Raw Obs If Radio Down Raw data logging begins after the specified...

Page 405: ...erence should be the same rate as at the rover For initialisation while static and occupying distinct points in kinematic chains Log Rate between 0 1s and 2 0s IF files for raw observations THEN are n...

Page 406: ...all raw observations into one or into separate files Obs File Size From 1 min to 24 hours Available for Use Separate Files Yes Splits the recorded data up into files of a specific period of time Split...

Page 407: ...for Use Separate Files Yes Deletes the recorded data after a specified period of time When Older Than From 1 day to 30 days Available for Delete Old Files Yes The period of time after which the record...

Page 408: ...ngs are configurable for R Time Mode Rover and R Time Mode None Access Select Main Menu Config Survey Settings Point Occupation Settings OR Press a hot key configured to access the screen CONFIGURE Po...

Page 409: ...onfigure the time interval after which a point occupation can be stopped automatically Refer to paragraph CONFIGURE Post Process Stop Criteria Field Option Description Pt Occupa tion The way in which...

Page 410: ...ppost Refer to the diagram below Auto OCCUPY Available for Pt Occupation Normal No Starts point occupation when pressing OCUPY F1 Yes Starts point occupation automatically when entering SURVEY Survey...

Page 411: ...Available for R Time Mode Rover Time Observa tions or No of Satellites Available for R Time Mode None Indicator Available for Pt Occupation Normal and Auto STOP No The setting determines the computat...

Page 412: ...stopping the point occupation Beep On STORE Yes or No Activates that a beep is made when the point is stored by Auto STORE End Survey Available for Pt Occupation Normal Defines the instrument behavio...

Page 413: ...epochs 2 and 3 a Time in epochs b OCUPY F1 pressed and point coordinates interpolated based on epochs 2 and 3 c OCUPY F1 pressed and point coordinates interpolated based on epochs 4 and 5 d Plan view...

Page 414: ...n from where CONFIGURE Point Occupation Settings was accessed are to be configured R Time Mode None PARAM F3 changes to CONFIGURE Post Process Stop Criteria Refer to paragraph CONFIGURE Post Process S...

Page 415: ...Occupation Settings Field Option Description Time at Point User input Sets the required observation time for each point Counting time starts when OCUPY F1 is pressed The receiver stops measuring when...

Page 416: ...ites available Counting time starts when OCUPY F1 is pressed The receiver stops measuring when the set length of time for a certain number of satellites is reached Should the number of available satel...

Page 417: ...on Settings Field Option Description Pos Quality and Ht Quality User input Sets the maximum position and height qualities for each point occupation Calculating the qualities starts when OCUPY F1 is pr...

Page 418: ...Posi tions User input Sets the number the positions which must be observed before the receiver stops measuring Counting the number of positions starts when OCUPY F1 is pressed Step Description 1 CONT...

Page 419: ...epresents 6 satellites for 3 min Bold line represents 5 satellites for 5 min Dashed line represents 4 satellites for 7 min a OCUPY F1 is pressed Counting time starts b Observation is stopped c 40 for...

Page 420: ...rking technique Real time kinematic Aim Press OCUPY F1 to start recording manually Stop recording and storing points without user interaction After storing the instrument stays in the SURVEY screen St...

Page 421: ...Description Step Description 1 Refer to 45 3 Surveying Points for accessing SURVEY Survey Job Name 2 At the point to be measured place and level the pole on the point 3 Enter a point ID 4 If required...

Page 422: ...description of the seismic record format The settings on this screen activate seismic recording Access Select Main Menu Config Survey Settings Seismic Recording OR Press a hot key configured to acces...

Page 423: ...ore Seismic Record Yes or No Stores a seismic record with each real time point The seismic record is stored in point annotation 4 of a point For auto logged points set additionally Store DBX Pnts Code...

Page 424: ...Config Survey Settings GPS1200 424 Next step CONT F1 returns to the screen from where CONFIGURE Seismic Recording was accessed...

Page 425: ...osystems representative can be configured on the RX1210 has a number Use of ring buffers Ring buffers are used for monitoring an event Example Data is collected for earthquake monitoring The standard...

Page 426: ...logged Ring buffer files Point ID RBxxxxff is the point ID for a static point which is stored into the ring buffer Number of files Depends on the data interval specified It is automatically determine...

Page 427: ...nna The configuration of an active ring buffer cannot be changed In order to change the config uration of a ring buffer raw data logging for the ring buffer must be stopped and the recorded raw data m...

Page 428: ...ll Length The time span of the ring buffer is defined in Data Interval The splitting into individual files is done automatically by the receiver No of Files The time span of the ring buffer results fr...

Page 429: ...No of Files Defines how many files are required for the ring buffer logging This is also the number of complete files which are kept before overwriting old ones Every power failure of the receiver wi...

Page 430: ...ngs GPS1200 430 a ring buffer is to be deactivated select the desired Buffer No STOP F3 the raw data on a deactivated ring buffer is to be deleted select the desired Buffer No DEL F4 the screen is to...

Page 431: ...ghts for all information about antenna heights Access Select Main Menu Config Instrument Settings Antenna Antenna Heights OR Press a hot key configured to access the screen CONFIGURE Antenna Antenna H...

Page 432: ...em RAM or as defined in Main Menu Manage Antennas Default Ht User input Sets the default antenna height for the current config uration This is then also the default antenna height during the use of ap...

Page 433: ...Meas Type Slope or Vertical The way the antenna height will be measured Horiz Offset Output Available for Meas Type Slope The horizontal antenna offset for the selected antenna Moving Ht User input Se...

Page 434: ...Instrument Settings Satellite Settings OR Within the configuration set wizard Refer to 14 2 Accessing Configuration Set Manage ment CONFIGURE Satellite Settings CONT F1 To accept changes and return to...

Page 435: ...ailable for GX1210 Defines if the L2C signal will be tracked The recom mended setting is Automatic GPS L5 Yes or No Available for GX1230 GNSS ATX1230 GNSS GX1220 GNSS GRX1200 GNSS Defines if the GPS L...

Page 436: ...ealthy are neither recorded nor used for real time computations User Defined Satellites must manually be included excluded from data recording and real time computations with HELTH F4 IF satellites us...

Page 437: ...from where this screen was accessed USE F5 To change between the options in the column User PAGE F6 To change to another page on this screen Column Option Description Satellite 01 to 32 The Pseudo Ran...

Page 438: ...when satellite is healthy This setting is remembered until the receiver is turned off It is not stored as part of the configu ration set After turning the receiver on Auto is always set Step Descript...

Page 439: ...ect Main Menu Config Instrument Settings Time Zone OR Within the configuration set wizard Refer to 14 2 Accessing Configuration Set Manage ment CONFIGURE Local Time Zone Description of fields CONT F1...

Page 440: ...strument Settings GPS1200 440 Next step CONT F1 returns to GPS1200 Main Menu Local Time Local Date User input Setting the local time and date supports a very fast satellite acquisition Field Option De...

Page 441: ...the file names Using format files the instrument ID can be output together with data from the instrument By doing so it can be identified which instrument was used for certain measurements Access Sele...

Page 442: ...scription of fields Next step CONT F1 returns to GPS1200 Main Menu Field Option Description Instrument ID User input Sets a four digit number as instrument identification number By default the last fo...

Page 443: ...p on a glacier and is connected to the Internet via the Ethernet connection A computer in a remote location can be used to access the receiver and download data about the position of the receiver as w...

Page 444: ...in Menu CLEAR F5 To reset all fields to their default values Field Option Description IP Address User input The Internet Protocol address of the receiver It is a 32 bit number which must be obtained f...

Page 445: ...ormat of the network mask is aaa bbb ccc ddd where aaa is a value ranging from 001 to 255 and bbb ccc and ddd are values ranging from 000 to 255 Gateway IP Address User input The IP address of a local...

Page 446: ...ngs Wizard Mode OR Within the configuration set wizard Refer to 14 2 Accessing Configuration Set Manage ment CONFIGURE Wizard Mode CONT F1 To accept changes and to return to GPS1200 Main Menu or to co...

Page 447: ...thin the configuration set wizard Field Option Description Wizard Mode View All Screens All configuration screens are shown in the configura tion set wizard Application program configuration screens a...

Page 448: ...tion on hot keys and the USER key Access Select Main Menu Config General Settings Hot Keys User Menu OR Press a hot key configured to access the screen CONFIGURE Hot Keys User Menu Refer to 6 1 Hot Ke...

Page 449: ...to the Shift Hot Keys page Refer to paragraph CONFIGURE Hot Keys User Menu Shift Hot Keys page CONT F1 To accept changes and return to the screen from where this screen was accessed PAGE F6 To change...

Page 450: ...er Menu page Refer to paragraph CONFIGURE Hot Keys User Menu User Menu page CONFIGURE Hot Keys User Menu User Menu page Description of fields CONT F1 To accept changes and return to the screen from wh...

Page 451: ...Config General Settings GPS1200 451 Next step PAGE F6 changes to the first page on this screen...

Page 452: ...ent data the order in which coordinates are displayed Access Select Main Menu Config General Settings Units Formats OR Press a hot key configured to access the screen CONFIGURE Units Formats Refer to...

Page 453: ...e to another page on this screen Field Option Description Distance Unit The units shown for all distance and coordinate related fields Metre m Metres m Int Ft fi International feet fi storage in US fe...

Page 454: ...e angle settings can be defined on the Angle page Angle Dec The number of decimal places shown for all angular and coordinate related fields This is for data display and does not apply to data export...

Page 455: ...units shown for all velocity related fields Area Unit m2 Int Acres Ai US Acres A Hectares ha fi2 or ft2 The units shown for all area related fields Temp Unit Celsius C or Fahrenheit F The units shown...

Page 456: ...sed PAGE F6 To change to another page on this screen Field Option Description Direc Ref North Azimuth South Azimuth North Anticlock or Bearing Sets the reference direction as well as the direction fro...

Page 457: ...ll other options the azimuth bearing fields in other screens are called Azimuth Direc Base True or Magnetic Sets the North direction Mag Declin User input Available for Direc Base Magnetic The value f...

Page 458: ...rmats Format page CONT F1 To accept changes and return to the screen from where this screen was accessed PAGE F6 To change to another page on this screen Field Option Description Time Format 24 hour o...

Page 459: ...e this screen was accessed PAGE F6 To change to another page on this screen Field Option Description Grid Format East North or North East The order in which grid coordinates are shown in all screens T...

Page 460: ...sh and two others English cannot be deleted Refer to 27 2 System Languages for information on uploading languages Access Select Main Menu Config General Settings Language CONFIGURE Languages on Instru...

Page 461: ...returns to GPS1200 Main Menu The selected language is used for the system software If a language is not available for the system software the English language is used instead Application programs run...

Page 462: ...on the RX1200 itself If RX1200 s are exchanged the settings stored on the new RX1200 apply Access Select Main Menu Config General Settings Display Beeps Text CONFIGURE Display Beeps Text Display page...

Page 463: ...mination to be on off or on for the specified time after the last key was pressed or touch screen event Key Illum Off Same as Screen or Always On Controls the keyboard illumination Contrast From 0 to...

Page 464: ...ph CONFIGURE Display Beeps Text Text page CONT F1 To accept changes and return to the screen from where this screen was accessed PAGE F6 To change to another page on this screen Field Option Descripti...

Page 465: ...and return to the screen from where this screen was accessed PAGE F6 To change to another page on this screen Field Option Description Deflt Num Choicelist Sets the set of extra characters available...

Page 466: ...g on the instrument can be configured Power Down Once power is restored after a power loss the instrument returns to the screen in which it was operating when the power failed After restarting the ins...

Page 467: ...nging the PIN code in CONFIGURE Start Up Power Down The PIN code is not checked if a wake up session starts PIN code generation By the user Attempts for correct PIN code Five After five false attempts...

Page 468: ...wer Down page CONT F1 To accept changes and to return to GPS1200 Main Menu PAGE F6 To change to another page on this screen Field Option Description Start Screen Choicelist Determines the screen enter...

Page 469: ...on this screen Field Option Description Recovery Sets the behaviour of the receiver after power failure when power is restored Sudden Loss Only The receiver turns itself back on automatically once pow...

Page 470: ...y External A External B or Automatic Available for the GRX1200 Series where batteries can be attached to port PWR with a Y cable Sets the external battery which is always used when sufficient power is...

Page 471: ...of the configuration set New PIN User input The PIN code must be a number with four to six digits PIN Code User input The PIN code as previously defined on this page The correct PIN code must be type...

Page 472: ...Config General Settings GPS1200 472 Next step PAGE F6 changes to the first page on this screen...

Page 473: ...e individual application Interface port and device Description of the technical terms Technical term Description Example Interface An interface should be considered as a function of the receiver Real...

Page 474: ...URE Interfaces The screen gives an overview of all interfaces with the currently assigned port and device If a second real time interface is configured it will also be shown CONT F1 To return to the s...

Page 475: ...strument which will be used for the interface functionality BT x The Bluetooth port which will be used for the interface functionality Available for RX1250 Clip Clip on contacts on RX1250 It is used f...

Page 476: ...the interface to be configured and EDIT F3 Refer to the sections in this chapter on each individual interface a device attached to an interface is to be configured highlight the relevant interface and...

Page 477: ...Press a hot key configured to access the screen CONFIGURE Real Time Mode Refer to 6 1 Hot Keys for information on hot keys OR Press USER Refer to 6 2 USER Key for information on the USER key OR Withi...

Page 478: ...Config Interfaces General GPS1200 478 for use with both digital cellular phone and radio Refer to 22 3 5 Configuration with Digital Cellular Phone and Radio IF the real time interface is THEN...

Page 479: ...URE Real Time Mode R Time Mode None means the receiver is not to be used as a real time reference or as a real time rover Next step IF a Space Based Augmentation System THEN needs to be configured SHI...

Page 480: ...t to reference e g time slicing Refer to paragraph CONFIGURE Additional Reference Options General page RATES F3 To configure the data rates for the selected real time data format Refer to paragraph CO...

Page 481: ...T SBAS F5 To configure the Space Based Augmentation System to be used Refer to 22 3 6 Configura tion of SBAS Field Option Description R Time Mode None Reference or Rover R Time Data Reference activate...

Page 482: ...than RTCM v2 x Supports real time services with significantly reduced bandwidth Message types for real time GNSS operation 1001 L1 only GPS real time observables 1002 Extended L1 only GPS real time o...

Page 483: ...nce stations in the network for example the master station and its coordinates and the coordinate differences between the master and its auxiliaries 1015 Ionospheric Correction Differences message 101...

Page 484: ...erfer ence Accuracy at the rover 0 25 1 m rms RTCM 18 19 v2 Message according to RTCM version 2 x Uncor rected carrier phase and pseudorange Message 3 is also generated Use for real time operations wh...

Page 485: ...e for RX1250 The Bluetooth port which will be used for the interface functionality Clip on Available for RX1250 The clip on contacts It is used for RX1250 with GHT56 when a device is attached to the G...

Page 486: ...input An identification for a reference station It is converted into a compact format and sent out with real time data in all real time data formats It is different from the point ID of the reference...

Page 487: ...Slicing Yes The number of reference stations in use from where real time messages are sent Time Slot 2 3 or 4 The contents of the choicelist depend on the settings for Used Ref Stations Available for...

Page 488: ...n 2 1 2 2 or 2 3 Available for R Time Data RTCM XX v2 in CONFIGURE Real Time Mode The same version must be used at the reference and the rover Field Option Description CONT F1 To accept changes and re...

Page 489: ...r input A password for authentication is required to send data to the NTRIP Caster Contact the NTRIP admin istrator for information Mountpnt User input Identifies from where data is streamed to the NT...

Page 490: ...me Mode Coords From 10s to 120s Rate for the transmission of reference coordinates Messages Choicelist Available for RTCM Version 2 3 in CONFIGURE Additional Reference Options General page The message...

Page 491: ...not to be made CONT F1 accepts the changes closes the screen and returns to the screen from where CONFIGURE Real Time Mode was accessed The second real time interfaces is added to the list in CONFIGUR...

Page 492: ...Additional Rover Options General page Available unless a SBAS data format has been selected for R Time Data Refer to 22 3 6 Configuration of SBAS for information on SBAS SRCH F4 Available on RX1250 w...

Page 493: ...ther the sensor automatically decides only GLONASS receivers SHIFT FILT F4 To activate and deactivate the height filter for height smoothing Refer to paragraph Height smoothing for information on heig...

Page 494: ...t to change the active device Description of fields Field Option Description R Time Mode None Reference or Rover R Time Data Rover activates a rover real time interface R Time Data Leica Leica 4G CMR...

Page 495: ...ich will be used for the interface functionality Clip on Available for RX1250 The clip on contacts It is used for RX1250 with GHT56 when a device is attached to the GHT56 NETx Available for an activat...

Page 496: ...stem300 receiver or a receiver from a different manufacturer is used as reference Ref Antenna Choicelist The antenna used at the reference If the real time data format does not contain the information...

Page 497: ...CONFIGURE Additional Rover Options General page CONT F1 To accept changes and return to the screen from where this screen was accessed GGA F4 To activate the sending of a GGA message for reference ne...

Page 498: ...Incoming real time data is accepted from the reference station defined in Ref Stn ID First Received Incoming real time data from the first recognised refer ence station is accepted Any Received Incomi...

Page 499: ...he corrections from that reference is sent to the rover Supported for all real time data formats If this option is selected a NMEA GGA message must be activated using GGA F4 Refer to 22 3 7 Config ura...

Page 500: ...ines the best suitable correc tions The corrections are sent in RTCM v3 1 with message types 1015 1016 If this option is selected a NMEA GGA message can be activated using GGA F4 Refer to 22 3 7 Confi...

Page 501: ...sent as part of the Leica proprietary NMEA message By default the serial number of the instrument is displayed RTCM Version 1 x 2 1 2 2 or 2 3 Available for R Time Data RTCM XX v2 in CONFIGURE Real Ti...

Page 502: ...e configured Refer to 35 2 3 Using the NTRIP Service with a Real Time Rover PAGE F6 To change to another page on this screen Field Option Description Use NTRIP Yes or No Activates NTRIP User ID User i...

Page 503: ...ta RTCM v3 1 in CONFIGURE Real Time Mode CONFIGURE Additional Rover Options RTCM Options page Mountpnt User input The NTRIP Source from where real time data is required Field Option Description CONT F...

Page 504: ...di tional Rover Options General page RTCM Info Msg Defines whether to show and or log an info message RTCM message 1029 which is received from a reference network No The info message will not be shown...

Page 505: ...a defined data rate Advantages in using prediction Computation of real time positions on the rover is independent from the transmission rate of the data from the reference station Positions computed w...

Page 506: ...re best suited for high dynamic vari ations in height up to 1 m s as carried out by graders Height Smoothing with high dynamic GPS operations All GPS computed positions are almost twice as accurate in...

Page 507: ...esults in height variations of a few centimetres as shown in the blue curve in the diagram below Some GPS monitoring applications require a stabilised height By applying the filter the height variatio...

Page 508: ...real time GPS Field procedure step by step Step Description 1 Set up a reference 2 On the reference attach a digital cellular phone to one port and a radio to another port 3 Configure both interfaces...

Page 509: ...ime and distance measurements calcu lated by a network of ground relay stations and geostatic satellites A SBAS can correct for problems such as atmospheric delays poor satellite geometry and incorrec...

Page 510: ...ed WAAS Wide Area Augmentation System satellites will be tracked EGNOS European Geostationary Navigation Overlay System satellites will be tracked MSAS MTSAT Satellite based Augmentation System where...

Page 511: ...Config Interfaces General GPS1200 511 Next step Step Description 1 CONT F1 returns to CONFIGURE Real Time Mode 2 CONT F1 returns to the screen from where CONFIGURE Real Time Mode was accessed...

Page 512: ...egulations in some countries require that one certain position can be selected This position is then sent to the reference network as GGA message through the real time interface every five seconds Ref...

Page 513: ...Available for GGA Position LAST HERE Posn To use the same coordinates in the GGA message as when the receiver was last used in a reference network application This is possible when position coordinat...

Page 514: ...AST HERE Posn The position last used in a reference network applica tion or the current navigation position can be selected using LAST F3 or HERE F4 The selected position is sent every five seconds No...

Page 515: ...Config Interfaces General GPS1200 515 3 CONT F1 returns to the screen from where CONFIGURE Real Time Mode was accessed Step Description...

Page 516: ...int After receiving the ASCII message a reply can be sent back to the device as confirmation The settings on this screen define the port and the device to be used and the type of ASCII messages to be...

Page 517: ...nnotation Refer to 22 4 3 Configu ration of Annotations DEVCE F5 Available unless Device NETx To create select edit or delete a device Refer to 23 2 Accessing CONFIGURE Devices CONFIGURE GPRS Internet...

Page 518: ...mote ports Port x The physical port P1 P2 or P3 on the instrument to which the device is attached Port 1 Available for RX1250 LEMO port on RX1250 End of Msg CR LF or CR LF The character to be used to...

Page 519: ...th Annotation Annotation 4 Message Desc The description for the ASCII message being received This description is then displayed in other screens e g in STATUS ASCII Input XX Message ID The message ID...

Page 520: ...gistered with a point Send Reply As a reaction of the receiver to an incoming ASCII message an NMEA message can be sent back to the device For example in the case of a camera this allows the position...

Page 521: ...URE Send Command to Device Command A message to be sent to the device through the configured port when the survey or stakeout application program is accessed This for example allows the device to be s...

Page 522: ...ep Application Survey on a small lake Recording the depth with the survey points Working technique Using a depth sounder to measure the depth of the lake at certain locations Goal The depth sounder co...

Page 523: ...notation 1 Accept ASCII Yes Message Desc Depth Sounder Message ID Use Prefix None Send Reply No 5 Still in CONFIGURE Annotations to be Used Annotation Annotation 2 Accept ASCII No 6 Repeat step 5 for...

Page 524: ...Input Step Description 1 The coordinates of points can be measured over the lake with the depth of the lake at that point recorded as an annotation Refer to 45 Survey General for infor mation on how t...

Page 525: ...els it has measured to the GPS1200 receiver in the format GS1 2 786 CR LF GS2 0 034 CR LF GS3 1 395 CR LF GS4 0 025 CR LF GS1 to GS4 is the message ID for the four different gasses The numbers are the...

Page 526: ...guration of ASCII Input interface step by step Step Description 1 Refer to 22 4 1 Overview to access CONFIGURE ASCII Input 2 CONFIGURE ASCII Input Use Device Yes Port Select the port to which the dept...

Page 527: ...ur gas readings are stored as individual annotations along with each point Refer to 45 Survey General for information on how to run a survey Message ID GS2 Use Prefix None Send Reply No 6 Repeat step...

Page 528: ...screen define the port the device and the type of NMEA message to be used for the NMEA Out interface Up to two NMEA Out interfaces can be configured Each NMEA Out interface can output different messa...

Page 529: ...r delete a device Refer to 23 2 Accessing CONFIGURE Devices CONFIGURE GPRS Internet Devices Field Option Description Output NMEA Yes or No Activates the output of NMEA Port Bluetooth x Available for R...

Page 530: ...e beginning of each NMEA message Normally this will remain at the default GP for GPS Refer to F 1 Overview for more information Messages Output The NMEA messages currently selected for output Refer to...

Page 531: ...To configure how the currently highlighted message is output Refer to paragraph CONFIGURE Message to Send ALL F4 and NONE F4 To activate and deactivate the output for all messages USE F5 To activate a...

Page 532: ...epoch as defined in Position and Screen Update in CONFIGURE Display Settings It is sent out in the time interval as defined in Rate With Output Delay the output can also be delayed by a time after thi...

Page 533: ...p to Rate This option is required if two or more receivers are being used to monitor the position of an object The position of each receiver is being output as NMEA message back to a control station T...

Page 534: ...e NMEA messages are created The maximum rate using Bluetooth on RX1250 is 0 2 s CQ Control None Pos Only Height Only or Pos Height Available unless Output On Point Stored Activates a control over the...

Page 535: ...1 available b1 NMEA message for data 1 composed c1 NMEA message for data 1 sent a2 Data 2 available b2 NMEA message for data 2 composed c2 NMEA message for data 2 sent For Output Immediately with Rate...

Page 536: ...s Select Main Menu Config Interfaces Highlight Export Job EDIT F3 OR Select Main Menu Convert Export Data from Job Set Export To RS232 IFACE F5 CONFIGURE Export Job Interface The availability of the f...

Page 537: ...r P3 on the instrument to which the device is attached Port 1 Available for RX1250 LEMO port on RX1250 Device Output The device currently assigned to the selected port within the active configuration...

Page 538: ...Config Interfaces General GPS1200 538 Next step CONT F1 returns to the screen from where CONFIGURE Export Job Interface was accessed...

Page 539: ...creen define the port the device and estimated qualities to be used for the hidden point interface The configuration of hidden point measurements is possible for R Time Mode Rover and R Time Mode None...

Page 540: ...with Port Bluetooth x and a Bluetooth device being selected To search for all available Bluetooth devices If more than one Bluetooth device is found a list of available devices is provided DEVCE F5 To...

Page 541: ...ilable for RX1250 The Bluetooth port which will be used for the interface functionality Port x The physical port P1 P2 or P3 on the instrument to which the device is attached Port 1 Available for RX12...

Page 542: ...pute Ht Yes in CONFIGURE Hidden Point Measurements None No height offsets are used The result is the delta height between the centre of the device and the aimed point Refer to paragraph Diagram Device...

Page 543: ...the centre of the device Refer to paragraph Diagram Target Ht User input The distance from the hidden point to the aimed point Refer to paragraph Diagram Dist Offset User input The offset is automatic...

Page 544: ...ffset angle values must be entered for each new hidden point Offset User input Available for EAO Method Permanent The default value for the offset angle Step Description 1 CONT F1 returns to CONFIGURE...

Page 545: ...Height of P0 b Height of P2 a d1 d4 d3 d1 Device height height of hidden point meas urement device above P0 d2 Slope distance d3 Device height height of P1 above P2 d4 Height difference between hidde...

Page 546: ...aces General GPS1200 546 Distance offsets at hidden point measure ment devices A Leica Disto is shown as an example a Negative Dist Offset b Positive Dist Offset c Pole d Disto P0 Hidden point GPS12_0...

Page 547: ...tification message can be output through ports P1 P2 P3 RX or NET to controlling application software A port configured as a remote port can be used to output the notification message The message cont...

Page 548: ...x To create select edit or delete a device Refer to 23 2 Accessing CONFIGURE Devices CONFIGURE GPRS Internet Devices Field Option Description Use Device Yes or No Activates the tilt interface Data Rat...

Page 549: ...on request from the Leica Geosystems repre sentative IF port and device for a notification message THEN are not to be configured CONT F1 closes the screen and returns to the screen from where CONFIGUR...

Page 550: ...the screen from where this screen was accessed DEVCE F5 Available unless Port NETx To create select edit or delete a device Refer to 23 2 Accessing CONFIGURE Devices CONFIGURE GPRS Internet Devices Fi...

Page 551: ...P2 P3 RX or NET to controlling application software A port configured as a remote port can be used to output the notification message The message contains the meteo measurements obtained by the recei...

Page 552: ...for RX1250 Establish connection automatically Automatic connection Establishing a connection is initiated automatically upon switching on RX1250 OR double clicking the icon on Windows CE desktop to d...

Page 553: ...tenna is found a list of available SmartAntenna s is provided DEVCE F5 Available for Use Device Yes To create select edit or delete a device Refer to 23 2 Accessing CONFIGURE Devices CONFIGURE GPRS In...

Page 554: ...Interface was accessed A connection to the SmartAntenna is established Device Output The device that is currently configured to Port Bluetooth x The Bluetooth device inside the RX1250 that is current...

Page 555: ...from a NTRIP Caster via Internet communication Refer to 35 1 Overview for information about NTRIP The settings on this screen define the port and parameters required for accessing the Internet This s...

Page 556: ...E GPRS Internet Devices Field Option Description Internet Yes or No Activates the Internet interface Port Bluetooth x Available for RX1250 The Bluetooth port which will be used for the interface funct...

Page 557: ...tly Each time GPS1200 wants to access the Internet via the device the same IP address identifies the receiver This is important if GPS1200 is used as a TCP IP server This option should only be selecte...

Page 558: ...T F1 returns to the screen from where CONFIGURE Internet Interface was accessed Password User input Some providers ask for a password to allow connecting to the Internet via GPRS Contact your provider...

Page 559: ...essage can be output through ports P1 P2 P3 or RX when a PPS output occurs For example in aerial photography an aerial camera can be configured to take a photo each time it receives a pulse from the r...

Page 560: ...be trans mitted Refer to 22 16 Remote Field Option Description Output PPS Yes or No Activates the output of PPS PPS Rate From 0 05s to 20 0s The rate at which pulses will be output Polarity Negative...

Page 561: ...tify Msg None Binary or ASCII Activates the output of a notification message with each PPS output Refer to Appendix I PPS Output Notify Message Format for information on the message format IF port and...

Page 562: ...red A port configured as a remote port can be used to output the notification message For example in aerial photography an aerial camera can be connected via the event input port When the shutter open...

Page 563: ...hoicelist Activates the detection and logging of events being sent to the event ports Polarity Negative Edge or Positive Edge The polarity according to the device in use Bias Intern User or Factory Ac...

Page 564: ...pendix G Event Input Notify Message Format for information on the message format Description User input Records up to four lines of data with the event record This is particularly useful if two event...

Page 565: ...is guaranteed to be tracking satel lites using the same time signal An external oscillator is attached to the GRX1200 GRX1200 GNSS via the port OSC The settings on this screen define the parameters f...

Page 566: ...essed Field Option Description Use Device The type of external oscillator to use No An external oscillator is not been used All other fields become unavailable TCXO To use a temperature compensated cr...

Page 567: ...1 0167e 23 Frequency 5 MHz or 10 MHz The frequency of the external oscillator h0 User input Available for Use Device User The number part of the process noise element h0 Range From 1 0e 31 to 1 0e 18...

Page 568: ...SCII Data a Outside World Interface or Leica Binary 2 command is used Documentation for OWI and LB2 is available on request from the Leica Geosystems repre sentative The settings on this screen define...

Page 569: ...ternet Devices Field Option Description Use Device Yes or No Activates the interface Port Bluetooth x Available for RX1250 The Bluetooth port which will be used for the interface functionality NETx Av...

Page 570: ...used to identify the end of the incoming ASCII message Data Rate From 0 1s to 60 0s Available for End of Msg None The receiver takes the ASCII data that it received from the third party device over th...

Page 571: ...ng of data directly from the receiver s memory device to LGO through a serial port on the PC The RX1200 does not need to be removed from the receiver The settings on this screen define the port and th...

Page 572: ...Devices DEVCE F5 Available unless Port NETx To create select edit or delete a device Refer to 23 2 Accessing CONFIGURE Devices CONFIGURE GPRS Internet Devices USE F6 Available unless the interface of...

Page 573: ...Config Interfaces General GPS1200 573 Next step CONT F1 returns to the screen from where CONFIGURE Remote Interfaces was accessed Device The hardware connected to the chosen port Column Description...

Page 574: ...on Interfaces for information on how to configure the interfaces Some devices may be used with different interfaces for different applications For example a radio can be used to receive real time refe...

Page 575: ...rover digital cellular phone contacts the selected reference of which the phone number was pre defined Refer to 23 3 Creating a New Device 4 One rover can dial in to the reference digital cellular ph...

Page 576: ...e below mentioned cellular phone manufacturers Sometimes required SIM card This is the same SIM card as normally used in mobile phones The SIM card must be enabled to transmit data Contact the service...

Page 577: ...t the local selling unit or dealer for further information Advantages Unlimited range of the data link between reference and rover Free of jamming from other users Cheaper in price in the initial cost...

Page 578: ...pped with a modem 2 The rover is equipped with a digital cellular phone 3 Ensure that the modem is switched on 4 The rover digital cellular phone contacts the selected reference of which the phone num...

Page 579: ...e connected with a cable Refer to Appendix E Cables for information on cables User defined modems Other modems than those listed above can be used Their settings must be defined by creating a new mode...

Page 580: ...inuously sends out real time data until the receiver is turned off the configuration is changed or the radio is detached 3 The rover radio continuously receives real time data until the receiver is tu...

Page 581: ...new radio configuration Refer to 23 3 Creating a New Device These radios must be connected with a cable Refer to Appendix E Cables for information on cables Reference and rover can both be equipped w...

Page 582: ...RS232 Standard RS232 is supported by default The settings are Step Description 1 A device with an RS232 interface must be connected to the receiver 2 Information can be continuously or sporadically ex...

Page 583: ...also be created using the software User profiles contain information about the kind of communication the service employed the account used a list of reference stations and an acceptable minimum dista...

Page 584: ...Example of use distances using laser technology angles azimuths Step Description 1 A receiver must be in R Time Mode None or R Time Mode Rover 2 A hidden point measurement device is connected to the r...

Page 585: ...sted above can be used Their settings must be defined by creating a new hidden point measurement device Refer to 23 3 Creating a New Device In order to connect a device to the receiver use the cable d...

Page 586: ...This is an example use for receiving data from the Internet 1 Rover must be equipped with a GPRS Internet device 2 The GPRS Internet device accesses the Internet where the rover connects for example...

Page 587: ...st be defined by creating a new GPRS Internet device config uration Refer to 23 3 Creating a New Device These GPRS Internet devices must be connected with a cable Refer to Appendix E Cables for inform...

Page 588: ...nsist of several pages and provides different devices for selection depending on which interface the screen was accessed from The functionality described below is always the same Step Description 1 Ma...

Page 589: ...iting a Device DEL F4 To delete the highlighted device MORE F5 To display information about the type of device and the creator of the device PAGE F6 To change to another page on this screen SHIFT ALL...

Page 590: ...en created If a Default device is edited by using EDIT F3 then its creator is still displayed as Default IF the desired device is THEN present in the list highlight the desired device CONT F1 to close...

Page 591: ...t Devices to access CONFIGURE Devices CONFIGURE GPRS Internet Devices 2 Highlight a device of the same type as the device to be created from the list 3 NEW F2 to access CONFIGURE New Device STORE F1 T...

Page 592: ...st in CONFIGURE GPRS Internet Devices Baud Rate From 2400 to 115200 Frequency of data transfer from receiver to device in bits per second Parity None Even or Odd Error checksum at the end of a block o...

Page 593: ...g it is clear to send the data IF the device is a THEN radio or device other than digital cellular phone or modem STORE F1 to close the screen and to return to the screen from where CONFIGURE New Devi...

Page 594: ...ion sequence to initilise digital cellular phone modem cont User input Allows the Init X or the Connect string to continue onto a new line Init 2 User input Initilisation sequence to initilise digital...

Page 595: ...vice Refer to 23 3 Creating a New Device for infor mation on the fields Next step STORE F1 to close the screen and to return to the screen from where CONFIGURE Edit Device was accessed Step Descriptio...

Page 596: ...e stations each equipped with a digital cellular phone are set up at two locations belonging to different network providers When leaving the area of one reference the station can be changed and the ot...

Page 597: ...more efficient version of CDMA technology that uses smaller time slots but faster data transfer rates It is the world s most commonly used digital network IF using a digital cellular phone of technol...

Page 598: ...phone of GSM technology attached 23 3 CTRL F4 to access CONFIGURE GSM Connection 4 CONFIGURE GSM Connection GSM Type The type of digital cellular phone highlighted when CONFIGURE GSM Connection was ac...

Page 599: ...uto CONEC Allows for automatic connection between the rover and the reference when a point is occupied during a survey 45 3 2 45 3 3 Net Data Rate The network baud rate Select Autobauding for an autom...

Page 600: ...des to enter the Personal Identification Number of the SIM card If the PIN is locked for any reason for example the wrong PIN was entered input the Personal UnblocKing code for access to the PIN SRCH...

Page 601: ...cess CONFIGURE CDMA Connection 4 CONFIGURE CDMA Connection CDMA Type The type of digital cellular phone highlighted when CONFIGURE CDMA Connection was accessed Station The digital cellular phone refer...

Page 602: ...g used such as the manufacturer the model and the electronic serial number For registration purposes send the electronic serial number to the network provider in order to receive the service programmi...

Page 603: ...Devices GPS1200 603 My Phone No Type in the mobile directory number provided by the network provider CLEAR F5 deletes the input of the highlighted field 8 CONT F1 returns to CONFIGURE Interfaces Step...

Page 604: ...eal time reference stations each equipped with a digital cellular phone are set up at two locations belonging to different network providers When leaving the area of one reference the station can be c...

Page 605: ...Number The number of the modem at the selected Station as configured in CONFIGURE Stations to Dial Auto CONEC Allows for automatic connection between the rover and the reference when a point is occup...

Page 606: ...sting on a different channel If the signal from one reference station is jammed the channel can be changed and the other reference can be used Case 2 Set up as in case 1 Two separate fixes for each po...

Page 607: ...r can recognise if the incoming real time data after channel changing is being received from a different reference station or if the original reference station is using a new frequency In the first ca...

Page 608: ...ng between the chan nels Actual Freq Available for Radio Type Satelline 3AS Displays the actual frequency of the radio Type in the radio channel SCAN F5 Provides information such as the station ID lat...

Page 609: ...more information on screens Step Description Refer to chapter 1 Refer to 22 2 Accessing Configuration Interfaces to access CONFIGURE Interfaces 2 In CONFIGURE Interfaces highlight an interface which h...

Page 610: ...or Bluetooth Yes to search for all available Bluetooth devices If more than one Bluetooth device is found a list of available devices is provided SCAN F5 provides information such as the station ID la...

Page 611: ...not available for RX1250 with SmartAntenna Case 1 Two real time reference stations are set up at two locations each broad casting on a different channel If the signal from one reference station is ja...

Page 612: ...t of user profiles that can be used Profile No Number of the profile selected in Profile Ref Select The way in which the reference station is selected Ref Select Profile selects a reference station ac...

Page 613: ...er for more information on screens Step Description Refer to chapter 1 Refer to 22 2 Accessing Configuration Interfaces to access CONFIGURE Interfaces 2 In CONFIGURE Interfaces highlight an interface...

Page 614: ...ce to be used Refer to the device s user manual for information about the ID address SRCH F4 available for Bluetooth Yes to search for all available Bluetooth devices If more than one Bluetooth device...

Page 615: ...nterfaces highlight the Internet interface which has a GPRS Internet device attached 22 11 3 CTRL F4 to access CONFIGURE GPRS Internet Connection 4 CONFIGURE GPRS Internet Connection Device The type o...

Page 616: ...CONFIGURE GSM Codes to enter the Personal Identifica tion Number of the SIM card If the PIN is locked for any reason for example the wrong PIN was entered input the Personal UnblocKing code for access...

Page 617: ...The Ethernet connection allows for the GRX1200 GRX1200 GNSS to be connected to the Internet intranet for remote access The Ethernet device resides inside the GRX1200 GRX1200 GNSS and is connected to...

Page 618: ...ed 3 CTRL F4 to access CONFIGURE Set NET Port 4 CONFIGURE Set NET Port General page Name The name of the port NET that was attached to the inter face that was highlighted when this page was accessed U...

Page 619: ...Time Mode Allows for automatic connection between the rover and the Internet when a point is occupied during a survey Ending the point occupa tion also ends the Internet connection For R Time Mode Re...

Page 620: ...lling Devices GPS1200 620 Enter the IP address ranges CLEAR F5 returns the fields back to their default values 7 CONT F1 returns to the screen from where CONFIGURE Set NET Port was accessed Step Descr...

Page 621: ...being received This can also be useful for finding out if anyone else in the area is using a particular radio channel Access step by step Step Description Refer to chapter 1 Refer to 22 2 Accessing C...

Page 622: ...e stations displayed change to those broadcasting on the new channel Column Description Stn ID Station ID of available reference stations from which a signal is being received For radios the reference...

Page 623: ...e stations that can be dialled and allows existing stations to be edited For digital cellular phones of any technology and for modems the phone numbers of the device at the reference station must be k...

Page 624: ...n interface which has a digital cellular phone of any technology or modem attached 23 3 CTRL F4 to access CONFIGURE XX Connection 4 Open the choicelist for Station to access CONFIGURE Stations to Dial...

Page 625: ...Config Interfaces Controlling Devices GPS1200 625 Description of columns Column Description Name Name of all available reference stations Number Phone number of the station to dial...

Page 626: ...undertaken across country borders it is necessary to input the phone number using standard international dialing codes For example 41123456789 Otherwise it can be input as a standard digital cellular...

Page 627: ...s GPS1200 627 SHIFT ELL H or SHIFT ORTH F2 Available for local coordinates Changes between the ellipsoidal and the orthometric height 6 STORE F1 returns to the screen from where CONFIGURE New Points t...

Page 628: ...ption 1 Refer to 24 10 Configuring the Stations to Dial to access CONFIGURE Stations to Dial 2 EDIT F3 to access CONFIGURE Edit Station to Dial 3 All following steps are identical with the creation of...

Page 629: ...to Connect allows new servers to be created provides a list of servers that can be accessed in the Internet and allows existing servers to be edited For servers to be accessed in the Internet the IP a...

Page 630: ...2 In CONFIGURE Interfaces highlight an interface which has an Internet Ethernet interface attached 23 3 CTRL F4 to access CONFIGURE XX Connection 4 Open the choicelist for Server to access CONFIGURE S...

Page 631: ...To change between the IP Address for RX1250 receivers Host and the TCP IP Port of the server Column Description Name Name of all available servers IP Address IP addresses of all available servers Hos...

Page 632: ...A unique name for the new server to be accessed The name may be up to 16 characters long and may include spaces IP Address Type in the IP address of the server to be accessed in the Internet Host Typ...

Page 633: ...ep Step Description 1 Refer to 24 11 Configuring the Server to Connect to access CONFIGURE Server to Connect 2 EDIT F3 to access CONFIGURE Edit Server 3 All following steps are identical with the crea...

Page 634: ...Types for more information on the types of memory devices available Access Select Main Menu Tools Format Memory Device TOOLS Format Memory Device Description of fields CONT F1 To format a memory devi...

Page 635: ...thod Format Quick After formatting data is not visible any more but still exists on the memory device and is overwritten as and when required Format Complete Data is fully deleted IF THEN the CompactF...

Page 636: ...tory Structure of the Memory Device for information about file types and locations of files on the CompactFlash card Access Select Main Menu Tools Transfer Objects XX TOOLS Transfer XX The available f...

Page 637: ...t to transfer is a job To Output Memory device to transfer object to Memory device not selected in From Codelist Choicelist To select the codelist to be transferred Config Set Choicelist To select the...

Page 638: ...ion are hard coded but can be changed by importing the file PZ90trafo dat that is provided by LGO Output The select the modem or GSM station or the server to be transferred as a binary file CDMA stati...

Page 639: ...Tools Transfer Objects GPS1200 639 are not to be transferred CONT F1 transfers selected object IF all XX THEN...

Page 640: ...to the application programs memory These files are stored in the SYSTEM directory of the memory device and use the extension a Access Select Main Menu Tools Upload System Files Application Programs TO...

Page 641: ...uploads the selected application program Field Option Description From Output Upload from CompactFlash card To Output Upload to application programs memory Program Choicelist List of program files sto...

Page 642: ...ce and use an extension that is individual to each language Access Select Main Menu Tools Upload System Files System Languages TOOLS Upload System Languages Description of fields CONT F1 To upload a s...

Page 643: ...ot possible to have more than three language files stored on the instrument English is always available as the default language and cannot be deleted Language Choicelist List of language files stored...

Page 644: ...M directory of the active memory device and use the extension fw SmartAntenna must always be connected to RX1250 when uploading the firmware Connect SmartAntenna and RX1250 via cable Uploading the fir...

Page 645: ...Output Upload to the instrument or RX1200 Firmware Choicelist List of firmware files stored on the CompactFlash card The RX1200 firmware is for RX1210 and RX1210T This software covers display sound a...

Page 646: ...odes RPN mode and Standard mode The arithmetic operations available are identical the difference lies in the way information is entered stored and displayed on the screen Type Description RPN Reverse...

Page 647: ...TOOLS XX Calculator Refer to 6 1 Hot Keys for information on hot keys OR Press USER Refer to 6 2 USER Key for information on the USER key OR Press CALC in any screen when editing an input field for nu...

Page 648: ...he Calculator to access TOOLS XX Calculator 2 SHIFT CONF F2 to access TOOLS Calculator Configuration CONT F1 To accept changes and return to the screen from where this screen was accessed Field Option...

Page 649: ...ors Refer to 28 1 Overview for more information Refer to 28 4 2 Standard Mode for a working example Angle Unit The unit used for trigonometric functions in the calcu lator The selection here is indepe...

Page 650: ...r to 28 2 Accessing the Calculator to access TOOLS RPN Calculator TOOLS RPN Calculator Refer to paragraph Working example for information about the operating principle The function keys F1 F6 are allo...

Page 651: ...igura tion DEG Degrees RAD Radians GRAD Gon Y Output The result of the sum or difference of values in Y using F1 and F2 X Output The result of the sum or difference of values in X using F1 and F2 T Ou...

Page 652: ...GPS1200 652 Working example Task Calculate 3 5 7 6 Step Description 1 Type in 3 2 ENTER 3 Type in 5 4 ENTER Y 3 X 5 5 F1 X 8 6 Type in 7 7 ENTER Y 8 X 7 8 Type in 6 9 ENTER Z 8 Y 7 X 6 10 F1 Y 8 X 13...

Page 653: ...h Working example for information about the operating principle Description of fields The function keys F1 F6 are allocated seven times Using or the various allocations can be accessed Refer to 28 4 3...

Page 654: ...the screen using F1 and F2 Third to sixth field on the screen Output Previously entered value OR Latest operation including result indicates that the value is cut after the third decimal Last field o...

Page 655: ...9 Type in 7 10 ENTER 11 F1 12 Type in 6 13 ENTER Last field on the screen displays 13 00000 Remember 13 00000 14 such that REC F2 is visible 15 REC F2 to recall 8 00000 16 ENTER 17 such that F4 is vi...

Page 656: ...The softkeys shown and described are those of Operatng Mode RPN Most of the softkeys are identical and their functionality is similar to that for Operatng Mode Standard The function keys F1 F6 are all...

Page 657: ...subtract X from Y F3 To multiply X by Y F4 To divide Y by X F5 To change between positive and negative algebraic sign for X CLR X F6 To clear X F1 To add X to X and Y to Y F2 To subtract X from X and...

Page 658: ...late arcsine of X ACOS F5 To calculate arccosine of X ATAN F6 To calculate arctangent of X DMS F1 To convert decimal degrees into dd mm ss DEC F2 To convert dd mm ss into decimal degrees PI F3 To inse...

Page 659: ...y The angle is displayed in Y and the distance in X RECT F2 Conversion of polar coordinates into rectan gular coordinates The angle must be visible in Y and the distance in X when pressing this key Th...

Page 660: ...STO F1 To store X to the memory Up to ten values can be stored RCL F2 To recall a value for X from the memory Up to ten values can be recalled X Y F3 To swap the values for X and Y LASTX F4 To recall...

Page 661: ...ct Main Menu Programs COGO to access the screen COGO COGO Begin 2 COGO COGO Begin Check the settings 3 CONT F1 to access COGO COGO Menu 4 COGO COGO Menu Highlight Traverse 5 CONT F1 to access COGO Tra...

Page 662: ...Tools Calculator GPS1200 662 Perform the calculations 28 4 1 28 4 2 10 SHIFT DONE F4 to return to COGO Traverse Input The calculated value is taken over for Azimuth Step Description Refer to chapter...

Page 663: ...memory device The DBX directory cannot be accessed to view files Access Select Main Menu Tools File Viewer TOOLS Device Directory CONT F1 To access the highlighted directory or to view the highlighted...

Page 664: ...nal memory To change between viewing jobs stored on the CompactFlash card or internal memory Column Description First Directories and files are displayed if available The file extension is shown for f...

Page 665: ...ctory is to accessed highlight the directory and DIR F2 a file is to be viewed highlight the file and VIEW F3 Refer to TOOLS View File File Name IF THEN CONT F1 To return to the screen from where this...

Page 666: ...Tools File Viewer GPS1200 666 Next step CONT F1 returns to the screen from where TOOLS View File File Name was accessed Moves left Keys Function...

Page 667: ...oad a licence key file the file should be located on the SYSTEM directory of the CompactFlash card Licence key files use the naming convention L_123456 key where 123456 is the instrument serial number...

Page 668: ...nu or continue with application program SHIFT DEL F4 To delete all licence keys on the receiver RX1250 Field Option Description Method The method used to input the licence key to activate the applicat...

Page 669: ...continues with selected application program Manual Entry of Key Allows the licence key to be typed in manually Key User input Available for Method Manual Entry of Key The licence key required to acti...

Page 670: ...eys or the first time the application program is started Supported files The following list shows the supported file extensions that will automatically move to the corresponding directory after downlo...

Page 671: ...programs log DATA TPS configuration files xfg CONFIG System files System ram SYSTEM Custom ASCII file LEICA Geo Office Export cst DATA Comma seperated variables text file format ASCII csv DATA Suppor...

Page 672: ...receivers only TCP IP Port User input Port to be used Any number between 0 and 65535 is valid User ID User input The User ID allows connection to the ftp site If no value is typed in then the instrume...

Page 673: ...file in the download directory Avail able if a zip file is highlighted IMPRT F3 To move a file from the Download folder to the appropriate directory folder based on it s file extension type Available...

Page 674: ...ected The most important keys are explained Next step SHIFT QUIT F6 returns to GPS1200 Main Menu RECV F1 To download the highlighted file or folder list on the FTP server to the local download folder...

Page 675: ...put fields Unavailable information is indicated by Access Press USER and then STAT F3 Refer to 6 2 USER Key for information on the USER key STATUS Status Menu Description of the STATUS functions CONT...

Page 676: ...d to the instrument hardware and firmware 32 4 Interfaces Information related to the configuration and use of interfaces ports and devices 32 5 Information related to the incoming data from active dev...

Page 677: ...on how to access the STATUS menu OR Press a hot key configured to access the screen STATUS Satellites Refer to 6 1 Hot Keys for information on hot keys OR Press USER Refer to 6 2 USER Key for informat...

Page 678: ...config ured in CONFIGURE Real Time Mode HELTH F4 To view the numbers of satellites categorised in good bad and unavailable MORE F5 To display information about the signal to noise ratio values for GPS...

Page 679: ...for GPS on L1 and L2 for GLONASS and on E1 E5a E5b and Alt Boc for Galileo The number is shown in brackets if the signal is currently not being used in the position calculations IF THEN the receiver...

Page 680: ...tical with the infor mation shown on STATUS Satellites Rover GPS page Refer to paragraph STATUS Satellites Rover GPS page Next step PAGE F6 changes to the GAL page for GALILEO Yes configured in CONFIG...

Page 681: ...Satellites Rover GPS X GPS 9 F2 To hide or show the GPS satellites shown by the prefix G GLO X GLO 9 F3 To hide or show the GLONASS satellites shown by the prefix R Available for GX1220 GNSS GX1230 GN...

Page 682: ...changes to the Almanac page Refer to paragraph STATUS Satellites Rover Almanac page Symbol Description Satellites above the Cut Off Angle configured in CONFIGURE Satel lite Settings Satellites below t...

Page 683: ...of all satellites available above the cut off elevation mask as shown on the skyplot Next step CONT F1 To exit STATUS Satellites Rover PAGE F6 To change to another page on this screen IF THEN the rec...

Page 684: ...eference in CONFIGURE Real Time Mode Select STATUS Survey Real Time Status OR Press a hot key configured to access the screen STATUS Real Time Refer to 6 1 Hot Keys for information on hot keys OR Pres...

Page 685: ...etween the status information for both real time devices PAGE F6 To change to another page on this screen Field Description R Time Data The received real time data format message type GPS Used L1 L2 L...

Page 686: ...Seconds since the last message from the reference was received In Last Minute Available for R Time Mode Rover The percentage of real time data received from the reference compared with the data receiv...

Page 687: ...evices available Description of fields CONT F1 To exit STATUS Real Time ACCNT F3 Available for SMARTgate device To view SMARTgate account information Accesses STATUS SMARTgate Account Information VERS...

Page 688: ...Type The type of device Port The port to which the device is connected Firmware The software version of the attached digital cellular phone Operator The name of the network operator in which the digi...

Page 689: ...actual set frequency of the radio Central Freq The defined central frequency of the radio Firmware The software version of the attached radio Signal Indication of strength of received radio signal Fi...

Page 690: ...To IP address of device connected to the receiver Duration Time since connection was established displayed as hh mm ss Kbytes Recvd Kilobytes of data received since the connection was established Kbyt...

Page 691: ...fferent from the point ID of the reference station Antenna Ht For R Time Data Leica R Time Data Leica 4G R Time Data RTCM v3 1 or R Time Data RTCM X v2 with RTCM Version 2 3 The antenna height at the...

Page 692: ...nclude antenna Information Phase Centre of L1 No of Aux Ref The number of active auxiliary reference stations from which data is received IF THEN other coordinate types are to be viewed COORD F2 Local...

Page 693: ...d on both reference and rover Access DATA F4 on STATUS Real Time General page Description of fields The data being received from the satellites and the layout of the screen depend on the active real t...

Page 694: ...The number of phase cycles from the antenna to the Galileo satellite on E1 E5a E5b and Alt BOC Msg 18 L1 Msg 18 L2 The uncorrected carrier phases for L1 and L2 Msg 20 L1 Msg 20 L2 The carrier phase co...

Page 695: ...p CONT F1 returns to the screen from where STATUS Real Time Input Data was accessed RRC Rate of change of the corrections IODE Issue Of Data Ephemeris The identification number of the ephemeris for a...

Page 696: ...the current position in a graphical format Access Select STATUS Survey Current Position Refer to 32 1 STATUS Functions on how to access the STATUS menu OR Press a hot key configured to access the scr...

Page 697: ...oordinates To change between the ellipsoidal and the orthometric height Field Description Pos Latency The latency of the computed position Latency is mainly due to time required for data transfer and...

Page 698: ...er to para graph STATUS Position Baseline page the receiver is not configured for real time PAGE F6 changes to the Speed page Refer to paragraph STATUS Position Speed page the receiver is a real time...

Page 699: ...STATUS GPS1200 699 Next step CONT F1 exits STATUS Position...

Page 700: ...w to access the STATUS menu OR Press a hot key configured to access the screen STATUS Logging Refer to 6 1 Hot Keys for information on hot keys OR Press USER Refer to 6 2 USER Key for information on t...

Page 701: ...y occupied points and auto points stored in the job IF AND THEN at least one ring buffer is activated PAGE F6 changes to the Ring Buffer page Refer to paragraph STATUS Logging Ring Buffer page no ring...

Page 702: ...er of the active ring buffer No of Files The number of files stored in the ring buffer Obs Flagged The flag assigned to the stored observations Obs Rate The configured observation rate by which data i...

Page 703: ...uxiliary corrections determined and sent by for example LEICA GNSS Spider Ref MAX page Reference information are Master Auxiliary corrections determined and sent by for example LEICA GNSS Spider Ref V...

Page 704: ...STATUS GPS1200 704 Next step CONT F1 exits STATUS Logging None Raw observations are not being logged at the refer ence Field Option Description...

Page 705: ...access the screen STATUS Occupation Information Static or STATUS Occupation Information Moving Refer to 6 1 Hot Keys for infor mation on hot keys OR Press USER Refer to 6 2 USER Key for information o...

Page 706: ...minutes and seconds until the configured criteria for STOP Criteria or Indicator is reached The criteria used to display this value depend on the settings for Auto STOP STOP Criteria and Indicator in...

Page 707: ...e time for how long five or more satellites are tracked on L1 and L2 without interruption The counter is reset if less than five satellites were tracked The counter is not reset after OCUPY F1 STOP F1...

Page 708: ...ured to access the screen STATUS Battery Memory Refer to 6 1 Hot Keys for information on hot keys OR Press USER Refer to 6 2 USER Key for information on the USER key OR Tap the battery icon Refer to t...

Page 709: ...y page CONT F1 To exit STATUS Battery Memory Rover REF F5 Available when the receiver is configured as real time rover To view battery and memory information for the reference PAGE F6 To change to ano...

Page 710: ...red as real time rover To view battery and memory information for the reference PAGE F6 To change to another page on this screen Field Description Device Used The memory device in use Mem CF Card The...

Page 711: ...ry The system memory stores receiver related files such as system settings survey related files such as codelists and configuration sets IF THEN the receiver is a real time rover REF F5 shows battery...

Page 712: ...ial number the equipment number the ID of the receiver the currently active system language the serial number of the measurement engine and the availability of additional instrument hardware options s...

Page 713: ...Iface Build version of the onboard software Build Processb Build version of the processor board Meas Engine The firmware version for the measurement engine Meas Eng Boot The firmware version of the bo...

Page 714: ...lable depending on the configured real time device Access This screen is accessible for a configured and activated real time interface Select STATUS Interfaces Highlight Real Time IFACE F5 Refer to 32...

Page 715: ...are not configured to receive incoming ASCII data Access This screen is accessible for a configured and activated ASCII Input interface Select STATUS Interfaces Highlight ASCII Input IFACE F5 Refer to...

Page 716: ...US ASCII Input XX Next step CONT F1 exits STATUS ASCII Input XX CONT F1 To exit STATUS ASCII Input XX DATA F3 and DESCR F3 To change between the given description for the incoming ASCII data or the la...

Page 717: ...on on hot keys OR Press USER Refer to 6 2 USER Key for information on the USER key This option is not available for RX1250 with SmartAntenna STATUS Tilt Measurement The units are independent from the...

Page 718: ...STATUS GPS1200 718 Next step CONT F1 exits STATUS Tilt Measurement...

Page 719: ...cess the screen STATUS Meteo Measurement Refer to 6 1 Hot Keys for information on hot keys OR Press USER Refer to 6 2 USER Key for information on the USER key This option is not available for RX1250 w...

Page 720: ...cess This screen is accessible for a configured SmartAntenna interface Select STATUS Interfaces Highlight SmartAntenna IFACE F5 Refer to 32 1 STATUS Functions on how to access the STATUS menu STATUS S...

Page 721: ...if the receiver is online on the Internet for how long the receiver is online the technology of data transfer the amount of data received or sent since the receiver is online Access This screen is ac...

Page 722: ...ow to access the STATUS menu OR Press a hot key configured to access the screen STATUS Event Input Refer to 6 1 Hot Keys for information on hot keys OR Press USER Refer to 6 2 USER Key for information...

Page 723: ...uirements configured in CONFIGURE Event Input are counted as an event pulse but not as an event This is for example the case when the time between two events is shorter than defined in Time Guard Coun...

Page 724: ...S Interfaces Highlight Remote IFACE F5 Refer to 32 1 STATUS Functions on how to access the STATUS menu OR Press a hot key configured to access the screen STATUS Remote Interfaces Refer to 6 1 Hot Keys...

Page 725: ...CONT F1 exits STATUS Remote Interfaces Column Description Port The physical port on the instrument which is being used for the interface functionality Interface The interface configured for the ports...

Page 726: ...to 32 1 STATUS Functions on how to access the STATUS menu OR Tap the Bluetooth icon Refer to the GPS1200 System Field Manual for information on icons STATUS Bluetooth The way information is displayed...

Page 727: ...ctionality are available The displayed data in all modes of MapView can be shifted by using both the arrow keys and the touchscreen MapView modes MapView is available in three modes Map mode Part of d...

Page 728: ...e accesses MapView in survey mode Displayable data The data displayed in MapView is defined by the application program through which it was accessed filters set in MANAGE Sorts Filters and the selecti...

Page 729: ...e Access step by step Example access for map mode Example access for plot mode Step Description 1 Select Main Menu Manage Data OR Press a hot key configured to access the screen MANAGE Data Job Name R...

Page 730: ...ey 2 CONT F1 to access COGO COGO Menu 3 COGO COGO Menu Highlight Intersections 4 CONT F1 to access COGO Intersection Input 5 COGO Intersection Input Choose a method and enter appropriate data 6 CALC F...

Page 731: ...MANAGE Data Job Name Map page accessed using the USER key OR Press USER Refer to 6 2 USER Key for information on the USER key OR Press PROG Highlight Survey CONT F1 Refer to 37 2 Accessing the Applica...

Page 732: ...figuration affect the appearance of MapView in all application programs not just the active application program Access step by step XX MapView Configuration Points page Step Description 1 Refer to 33...

Page 733: ...are displayed in MapView Point ID Yes or No Available for Show Points Yes Determines if the ID of a point is displayed Point Code Yes or No Available for Show Points Yes Determines if the code of a p...

Page 734: ...es or No Available for Show Lines Yes Determines if the ID of a line is displayed Show Line Code Yes or No Available for Show Lines Yes Determines if the code of a line is displayed Show Areas Yes or...

Page 735: ...gura tion Points page is shown regardless of the number of points being displayed Datum View WGS 1984 or Local Determines the datum in which the points are viewed When both GPS and TPS data is being u...

Page 736: ...urrent position Code Code of the current position Attrib 01 User defined attribute Attrib 02 User defined attribute Attrib 03 User defined attribute Attrib 04 User defined attribute Attrib 05 User def...

Page 737: ...ific softkeys see appropriate chapters Touch screen functions Some softkey functionality can be replaced by touch screen functions Softkey Description ZOOM F4 To zoom into the map Pressing ESC stops t...

Page 738: ...MapView Interactive Display Feature GPS1200 738 Softkey Touch equivalent PAGE F6 Tap on a page tab SHIFT FIT F3 Tap on fit touch icon Refer to 33 4 3 Toolbar...

Page 739: ...ble do not change Standard screen Scale bar North arrow a Toolbar b North arrow c Scale bar GPS12_142 b a c Symbol Description Scale of the current screen The minimum is 0 5 m There is no maximum for...

Page 740: ...Description Touch icon toolbar Refer to 33 4 3 Toolbar for more information about the functionality of the touch icons in the toolbar Symbol Description The point that has the focus Symbol Description...

Page 741: ...touch icon appears The softkey equivalent to each touch icon if one exists are indicated below Touch icons in the toolbar Touch icon Softkey Description SHIFT FIT F3 Available as a touch icon in map m...

Page 742: ...X MapView Configuration Points page Refer to 33 3 Configuring MapView Symbol Description 3D control point is a point of class CTRL with full coordinate triplet 2D control point is a position only poin...

Page 743: ...g MapView paragraph Example access for map mode OR From a choicelist in some screens for example in application programs which access data management OR As a part of an application program for example...

Page 744: ...2 Selecting Points Lines and Areas EDIT F3 To edit the highlighted point s parameters Accesses MANAGE Edit Point Point ID SHIFT CENTR F4 To centre the screen around the point with the current focus o...

Page 745: ...tkeys step by step Step Description Display 1 Refer to 33 5 1 MapView in Map Mode to access MANAGE Data Job Name Map page If no point field is highlighted on the previous page when the Map page is acc...

Page 746: ...oints within the same area and the precise selection is unclear pressing ENTER will access XX Select Point 5 Have multiple points been selected If yes continue with step 6 If no continue with step 8 6...

Page 747: ...Display 1 Refer to 33 5 1 MapView in Map Mode to access MANAGE Data Job Name Map page If no point field is highlighted on the previous page when the Map page is accessed then any point that is selecte...

Page 748: ...in range of the point selection Point Code The code of the points within range of the point selection Select the desired point MORE F5 to display information about the point code the 3D coordinate qua...

Page 749: ...access for plot mode OR As a part of an application program for example COGO The COGO XX Results Plot page is used as the example below The functions described are the same for all Plot pages COGO XX...

Page 750: ...MapView Interactive Display Feature GPS1200 750 Touch screen functions Key Touch Equivalent SHIFT FIT R F4 Tap on fit results touch icon Refer to 33 4 3 Toolbar...

Page 751: ...ge Application Display Description COGO Intersec tion Bearing Bearing Intersecting lines with known bear ings from known points COGO line calculation Segmentation Points defining the line and those cr...

Page 752: ...the area and the area division are black other points are grey Hidden Point Bearing and Distance Line between known point and hidden point Reference Line Edit Reference Line Reference line or arc wit...

Page 753: ...re GPS1200 753 Reference Plane Edit Reference Plane A dashed rectangle indicates the face view of the plane Update Setups Points from the job in grey setup points and updated backsight points in black...

Page 754: ...lane application programs to assist in the staking out measuring of points Refer to 33 7 2 MapView in Staking Out Survey Mode for more information about using MapView when staking out points Access Re...

Page 755: ...Measure Point on Plane Map page To change between the face and the plane view of the plane SHIFT CENTR F4 To centre the screen around the point with the current focus or the focus tool if FOCUS F2 is...

Page 756: ...ides information such as the distance to the stakeout point and the CUT FILL value so the point to be staked can be found Data displayed For Stakeout application program From Job all points and displa...

Page 757: ...lect Main Menu Programs Stakeout OR Press PROG Highlight Stakeout CONT F1 Refer to 37 2 Accessing the Application Programs Menu for information on the PROG key OR Press a hot key configured to access...

Page 758: ...scription DIST Output Horizontal distance from the current position to the point to be staked CUT Output The negative height difference from the height of the current position to the height of the poi...

Page 759: ...ct Main Menu Survey OR Select Main Menu Programs Survey OR Press a hot key configured to access the screen SURVEY Survey Begin Refer to 6 1 Hot Keys for information on hot keys OR Press USER Refer to...

Page 760: ...he lines within range of the point selection Select the desired line MORE F5 to display information about the line code the start time the end time the length and the Open status of the line 6 CONT F1...

Page 761: ...position to points of unknown position a backsight is a reading looking backward along the line of progress Unknown backsight point A point with unknown coordinates used as backsight point is called...

Page 762: ...r finishing the TPS job the coordinates of the unknown backsight point can be determined using GPS1200 with the CompactFlash from the TPS1200 instrument When assigning the same point ID of the unknown...

Page 763: ...setups using the unknown backsight and accesses GPS1200 Update Setups with new BS Refer to paragraph GPS1200 Update Setups with new BS Setups page VIEW F3 To view all setups from TPS1200 using the un...

Page 764: ...o XX CONFIRMATION 1100 MORE F5 To change between time and date of when the setup was stored PAGE F6 To change to another page on this screen Column Description Setup The identifier for the setup from...

Page 765: ...w chapter Refer to 33 6 Plot Mode MapView Screen Area Points from the job are displayed in grey setup points and updated backsight points are displayed in black Next step CONT F1 returns to XX CONFIRM...

Page 766: ...P 1 1 is used to send differential correction data or other kinds of streaming data to stationary or mobile users over the Internet allowing simultaneous PC laptop PDA or receiver connections to a bro...

Page 767: ...eiving real time corrections In order to receive real time corrections the NTRIP Client must first send a user ID a password an identification name the so called MountPoint from which real time correc...

Page 768: ...Source generates data streams This could be for example a GRX1200 or GRX1200 GNSS configured as reference sending out real time corrections NTRIP Caster The NTRIP Caster is an Internet server handlin...

Page 769: ...NTRIP via Internet GPS1200 769 Graphic NTRIP and it s role in the Internet NTRiPCaster InternetServer GPS12_149 NTRiPClient NTRiPServer...

Page 770: ...cation standard for transmitting data packages using the Internet Protocol IP A GPRS device can be connected in a clip on housing or with RX1250 via Bluetooth Configure access to Internet step by step...

Page 771: ...RS Internet device 23 3 SRCH F4 Available on RX1250 with Port Bluetooth x and a Bluetooth device being selected To search for all available Bluetooth devices If more than one Bluetooth device is found...

Page 772: ...nline to the Internet The Internet online status icon is displayed But because GPRS is being used no charges are yet made since no data transfer from the Internet has yet taken place 12 USER 13 STAT F...

Page 773: ...gs Refer to the stated chapter for more information on screens Step Description Refer to chapter 1 Select Main Menu Config Interfaces 2 CONFIGURE Interfaces Highlight Real Time 3 EDIT F3 to access CON...

Page 774: ...data is provided Each server has several ports for various services Auto CONEC Yes Allows for automatic connection between the rover and the Internet when a point is occupied during a survey Ending th...

Page 775: ...ight Real Time 16 DEVCE F5 to access STATUS Device Internet 17 STATUS Device Internet Check the Internet online status 18 CONT F1 to return to STATUS Interfaces 19 CONT F1 to return to GPS1200 Main Me...

Page 776: ...e selected 5 ROVER F2 to access CONFIGURE Additional Rover Options 6 PAGE F6 to access CONFIGURE Additional Rover Options NTRIP page 7 CONFIGURE Additional Rover Options NTRIP page 8 Use NTRIP Yes Use...

Page 777: ...message types including update rates in seconds displayed in brackets Authentic The type of password protection required for the authorisation to the NTRIP Server Authentic None if no password is requ...

Page 778: ...f the compression encryption algorithm Info Miscellaneous information if available PREV F2 to display information about the previous MountPoint in the list NEXT F3 to display information about the nex...

Page 779: ...ins the most common settings Refer to the stated chapter for more information on screens Step Description Refer to chapter 1 Use the web interface to configure a data stream to be sent to the NTRIP ca...

Page 780: ...for this data stream in the Configuration Interfaces page This link allows a connection to the NTRIP caster without using the Start button on the sensor 13 If a Real Time out data stream has been conf...

Page 781: ...such as meteo and tilt can be used with a suitable radio digital cellular phone or modem attached or an internet connection to transmit data for real time operations using proprietary as well as stand...

Page 782: ...functionality Support of DynDNS Support of RTK multiplexing up to 20 RTK clients Ring buffer logging One Ethernet port including three logical NET ports One port to output PPS One port to input event...

Page 783: ...oad able application programs COGO RoadRunner Determine Coordinate System Stakeout DTM Stakeout Survey DXF Export Survey Cross Section DXF Import Volume Calculations LandXML Export Wake Up Reference L...

Page 784: ...rmation on how to type in or upload a licence key A licence key is required for Customised application programs Customised application programs can be developed locally using the GeoC development envi...

Page 785: ...which they were loaded Selecting an option in the menu starts the application program assigned to the option Configurations and measurements that can be performed depend on the application program The...

Page 786: ...option in the menu to open the application Refer to the chapter on the individual application programs Four application programs can be open at one time XX Begin is shown for the application program...

Page 787: ...point measurements within the Survey application program COGO is more of a calculation program than a measuring program Changing coordinates of a point which has been previously used in COGO does not...

Page 788: ...lated COGO points Properties of COGO points The properties stored with COGO points are Class Either MEAS or CTRL depending on the COGO configuration Sub class COGO Source Arc Base Pt Arc Centre Pt Arc...

Page 789: ...key OR Press a hot key configured to access the screen COGO COGO Begin Refer to 6 1 Hot Keys for information on hot keys OR Press USER Refer to 6 2 USER Key for information on the USER key The screens...

Page 790: ...ONFIGURE Additional Rover Settings Refer to 22 3 4 Configuration of a Rover Real Time Interface Field Option Description Job Choicelist The active job All jobs from Main Menu Manage Jobs can be select...

Page 791: ...yed If codes have not been copied from a System RAM codelist but typed in then the name of the active job is displayed Config Set Choicelist The active configuration set All configuration sets from Ma...

Page 792: ...configure the COGO application program Accesses COGO Configuration Refer to 38 3 Configuring COGO COGO menu options Description Refer to chapter Inverse To calculate the direction the distance and th...

Page 793: ...nt of the tangents the length of an arc and two tangents each of it defined by a point and the intersection point of the tangents the length of a chord and two tangents each of it defined by a point a...

Page 794: ...int using 38 6 bearings from two known points a bearing and a distance from two known points distances from two known points four points two lines Points with full coordinate triplets and position onl...

Page 795: ...er of segments a bearing and distance from a known point that define the line and either the segment length or the number of segments Arc Calculations To calculate 38 8 the arc centre the base point o...

Page 796: ...pending on the arc calcula tion method an offset point either the segment length or the number of segments Shift Rotate Scale Manual To calculate the position of new points using 38 9 coordinates of k...

Page 797: ...Area Division To divide an area by a 38 11 defined line percentage size of a sub area End COGO To end COGO and return to the screen from where COGO was accessed IF THEN a COGO calculation method is t...

Page 798: ...COGO OR Press SHIFT CONF F2 in COGO XX COGO Configuration Parameters page This screen consists of the Parameters page Residuals page and the Logfile page The explanations for the softkeys given below...

Page 799: ...nd Distances are horizontal distances between two points at the mean elevation parallel to the ellipsoid of the active coordinate system The distance field is HDist Grnd Ellipsoid Distances are reduce...

Page 800: ...ty assigned to all calculated COGO points which is used for the averaging calculation Est Ht Qlty User input The estimated value for the height quality assigned to all calculated heights which is used...

Page 801: ...vations Use Upper Height Using the upper height Use Lower Height Using the lower height Field Option Description Field Option Description Easting User input The limit above which Easting residuals wil...

Page 802: ...Distributes the residuals according to the distance between each control point and the newly transformed point Multiquad ratic Distributes the residuals using a multiquadratic interpola tion approach...

Page 803: ...icelist accesses XX Logfiles where a name for a new logfile can be created and an existing logfile can be selected or deleted Format File Choicelist Available for Write Logfile Yes A format file defin...

Page 804: ...riplets position only points and height only points can be used Elements that must be known are coordinates of two points The coordinates of the known points may be taken from the active job may be ma...

Page 805: ...nverse Input Inverse page From The point ID of the first known point for the COGO calcula tion To The point ID of the second known point for the COGO calcula tion Select the points to be used SURVY F5...

Page 806: ...the two known points Slope Dist The slope distance between the two known points Grade The grade between the two known points Easting The difference in Easting between the two known points Northing Th...

Page 807: ...COGO GPS1200 807 7 Are more inverse COGO calculations to be made If yes repeat steps 2 to 7 If no continue with step 8 8 SHIFT QUIT F6 to exit COGO calculation Step Description Refer to chapter...

Page 808: ...or the known points Points with full coordinate triplets position only points and height only points can be used Elements that must be known are coordinates of two points and an offset point OR coordi...

Page 809: ...nown P3 Base point d1 Offset XX d2 Line XX GPS12_119 P0 P1 P2 d2 d1 P3 CALC F1 To calculate COGO point INV F2 To calculate the values for the distance and the offset from two existing points Available...

Page 810: ...Option Description Method The method by which the line will be defined 2 Points Uses two known points to define the line Pt Brg Dist Defines the line using a known point a distance and an azimuth of...

Page 811: ...es and accesses COGO Inverse Pt Line Result Refer to paragraph COGO Inverse Pt Line Result Result page HDist Grid User input Available for Method Pt Brg Dist The horizontal distance from the start poi...

Page 812: ...and the orthometric height Field Option Description Offset Point Output Point ID of offset point or Current Position Line Grid Output Horizontal distance from start point to base point Offset Grid Out...

Page 813: ...changes to the Plot page COGO Inverse Pt Line Result Plot page The functionality of the Plot page is similar to COGO Traverse Results Plot page Next step STORE F1 stores the result and returns to COG...

Page 814: ...nown points Points with full coordinate triplets position only points and height only points can be used Elements that must be known are coordinates of three points coordinates of an offset point OR c...

Page 815: ...nt d1 Offset XX d2 ArcDist XX GPS12_121 P0 P1 P3 d2 d1 P2 CALC F1 To calculate COGO point INV F2 To calculate the values for the distance and the offset from two existing points Available if Radius Ar...

Page 816: ...ble if Radius Arc Length or Chord Length is highlighted Field Option Description Method The method by which the arc will be defined 3 Points Uses three known points to define the arc 2 Points Radius D...

Page 817: ...nts Radius Point 1 Choicelist A point on the first tangent Available for Method 2 Tgnts Radius Method 2 Tgnts Arc Lngt and Method 2 Tgnts Chrd Lngt PI Point Choicelist The point of intersection of the...

Page 818: ...Result Result page Chord Length User input The length of the chord Available for Method 2 Tgnts Chrd Lngt ArcDist Grid User input Horizontal distance along the arc from start point to base point Offse...

Page 819: ...een the ellipsoidal and the orthometric height Field Option Description Offset Point Output Point ID of offset point for Inverse to Known Point or current position ArcDist Grid Output Horizontal dista...

Page 820: ...Inverse Pt Arc Result Plot page The functionality of the Plot page is similar to COGO Traverse Results Plot page Next step STORE F1 stores the result and returns COGO Inverse Pt Arc Input Input page A...

Page 821: ...s can be used Elements that must be known are coordinates of two points The coordinates of the known points may be taken from the active job may be manually occupied during the COGO calculation may be...

Page 822: ...current position for the COGO calcula tion To The point ID of the second known point for the COGO calcula tion REVRS F3 to switch the options of the fields From and To Select the points to be used SU...

Page 823: ...l distance between the known point and the current position Height The height difference between the known point and the current position Slope Dist The slope distance between the known point and the...

Page 824: ...ated results and exits COGO calculation 6 STORE F1 to store the result For Write Logfile Yes in COGO Configuration Logfile page the result is written to the logfile 7 Are more inverse COGO calculation...

Page 825: ...e coordinates of the known point may be taken from the active job may be manually occupied during the COGO calculation may be entered The direction from the known point to the COGO point can be an azi...

Page 826: ...d3 Negative offset to the left Unknown P1 COGO point without offset P2 COGO point with positive offset P3 COGO point with negative offset Known P0 Known point 1 Direction from P0 to P1 2 Direction fro...

Page 827: ...COGO GPS1200 827 Unknown P1 First COGO point P2 Second COGO point P3 Third COGO point sideshot P4 Fourth COGO point...

Page 828: ...erse Input Input page Method Azimuth From The point ID of the known point for the COGO calculation Select a point to be used SURVY F5 when From is highlighted To manually occupy a point for the COGO c...

Page 829: ...sing STORE F1 in COGO Inverse the result from the COGO inverse calculation is copied to the field which was highlighted when INV F2 was pressed For Write Logfile Yes in COGO Configuration Logfile page...

Page 830: ...yed in From is the newly calculated COGO point The next COGO calculation can be continued from this new point If no SSHOT F3 The result is calculated and displayed in COGO Traverse Results After stori...

Page 831: ...g measuring and storing the COGO point COGO Traverse Results Result page is displayed SHIFT ELL H F2 and SHIFT ORTH F2 Available for local coordi nates Changes between the ellipsoidal and the orthomet...

Page 832: ...ts COGO calculations 10 STORE F1 to store the result and return to COGO Traverse Input Input page For Write Logfile Yes in COGO Configuration Logfile page the result is written to the logfile 11 Are m...

Page 833: ...SSHOT F3 To calculate the point as a sideshot LAST F4 To select the values for the distance and the offset from previous COGO inverse calcula tions Available if HDist XX or Offset is highlighted SURVY...

Page 834: ...The point ID of a point used as backsight Angle Right User input The angle between Backsight and the new COGO point to be calculated from the point selected as From A positive value is for clockwise...

Page 835: ...int and a direction Elements that must be known are the coordinates of two points the direction from these known points to the COGO point offsets if required and configured The coordinates of the know...

Page 836: ...Second known point 1 Direction from P0 to P2 2 Direction from P1 to P2 Unknown P2 COGO point P0 P1 P2 GPS12_064 Step Description Refer to chapter 1 Refer to 38 2 Accessing COGO to access COGO Intersec...

Page 837: ...from the first known point to the COGO point Offset Available for Use Offsets Yes in COGO Configura tion Parameters page The offset of the COGO point from the line of direction A positive offset is t...

Page 838: ...COGO Last Inverse Calculations the selected result is copied to the field which was highlighted when LAST F4 was pressed The values for the azimuth and the offset can be mathematically modified 38 13...

Page 839: ...s STAKE F5 to access the Stakeout application program and stake out the calculated COGO point 44 4 After staking measuring and storing the COGO point COGO Brng Brng Results Result page is displayed SH...

Page 840: ...eturn to COGO Intersection Input Input page For Write Logfile Yes in COGO Configuration Logfile page the result is written to the logfile 12 Are more COGO intersection calculations to be made If yes r...

Page 841: ...the centre point and the radius Elements that must be known are the coordinates of two points the direction from one known point to the COGO point the distance from the second known point to the COGO...

Page 842: ...t P3 Second COGO point r P0 P1 P2 P3 GPS12_065 Step Description 1 The procedure of a COGO intersection calculation with bearing distance is similar to a COGO intersection calculation with bearing bear...

Page 843: ...ped in The calculated coordinates are displayed Type in a point ID COORD F2 views other coordinate types STAKE F5 to access the Stakeout application program and stake out the calculated COGO point 44...

Page 844: ...e Logfile Yes in COGO Configuration Logfile page the result is written to the logfile If no RSLT2 F3 to activate the Result2 page 5 COGO Brng Dist Results Result2 page Repeat step 3 6 COGO Brng Dist R...

Page 845: ...OGO Intersection Input Input page can be changed Refer to the relevant chapters for other COGO intersec tion calculation method than Method Brng Dist 38 6 1 38 6 3 or 38 6 4 If no continue with step 8...

Page 846: ...as the centre point and the distance from the known point to the COGO point as the radius Elements that must be known are the coordinates of two points the distance from the known points to the COGO p...

Page 847: ...nown P2 First COGO point P3 Second COGO point r1 r2 P0 P1 P3 P2 GPS12_066 Step Description Refer to chapter 1 The procedure for a COGO intersection calculation with distance distance is very similar t...

Page 848: ...ure is identical to a COGO intersection calcula tion with bearing distance The screen is called COGO Dist Dist Results Follow the steps 2 to 8 in paragraph COGO intersection calculation with bearing d...

Page 849: ...A line is defined by two points Elements that must be known are the coordinates of four points offsets of the lines if required and configured The coordinates of the known points may be taken from th...

Page 850: ...wn point P1 Second known point P2 Third known point P3 Fourth known point a Line from P0 to P1 b Line from P2 to P3 Unknown P4 COGO point GPS12_107 a b P0 P1 P2 P3 P4 Step Description Refer to chapter...

Page 851: ...elect the desired point 33 5 To type in coordinates for a known point open the choicelist when 1st Point or 2nd Point is highlighted Press NEW F2 to create a new point 9 3 2 3 COGO Intersection Input...

Page 852: ...ons 38 12 LAST F4 when Offset is highlighted To recall previous results from COGO inverse calculations Upon pressing CONT F1 in COGO Last Inverse Calculations the selected result is copied to the fiel...

Page 853: ...tion calcula tion with bearing bearing The screen is called COGO By Points Results On the Plot page two solid lines are displayed Follow the steps 5 to 13 in paragraph COGO intersection calcula tion w...

Page 854: ...line is defined by a TPS station and a TPS measurement from this station Elements that must be known are the coordinates of two points azimuths of the lines The coordinates of the known points must b...

Page 855: ...n 1 Direction from P0 to P2 2 Direction from P1 to P2 Unknown P2 COGO point P1 P2 GPS12_170 P0 Step Description Refer to chapter 1 Refer to 38 2 Accessing COGO to access COGO Intersection Input COGO I...

Page 856: ...h The azimuth related to the known end point of the second line for the COGO calculation Points can only be selected from the active job The value for the azimuth can be calculated from two existing p...

Page 857: ...F4 when Azimuth is highlighted To recall previous results from COGO inverse calculations Upon pressing CONT F1 in COGO Last Inverse Calculations the selected result is copied to the field Step Descrip...

Page 858: ...the base point station and offset of a point in relation to a line Elements that must be known are coordinates of two points and an offset point OR coordinates of one point and an offset point bearin...

Page 859: ...P1 End Point P2 Offset Point P3 Base point d1 Offset XX d2 Line XX GPS12_119 P0 P1 P2 d2 d1 P3 CALC F1 To calculate COGO point INV F2 To calculate the values for the distance and the offset from two...

Page 860: ...int the station and offset of a point in relation to a line Calc Offset Point Calculates the coordinates of a new point after input of station and offset values in relation to a line Segmentation Calc...

Page 861: ...m COGO Data Job Name can be selected Azimuth User input Available for Method Pt Brg Dist The azimuth of the line HDist XX User input Available for Method Pt Brg Dist The horizontal distance from the s...

Page 862: ...F1 accesses COGO Offset Point Results Refer to para graph COGO XX Point Results Result page Task Segmenta tion CALC F1 accesses COGO Define Segmentation Refer to para graph 38 7 3 Line Calculation Se...

Page 863: ...t of the start point of the line is suggested A height value to be stored with the calculated point can be typed in Offset Point Output Point ID of offset point Available for Task Calc Base Point Line...

Page 864: ...of the Code page is similar to COGO Traverse Result Code page Next step PAGE F6 changes to the Plot page COGO XX Point Results Plot page The functionality of the Plot page is similar to COGO Traverse...

Page 865: ...nt bearing and distance from one point offsets The coordinates of the known points may be taken from the active job may be measured during the COGO calculation may be entered Line management is not av...

Page 866: ...F F2 to configure the COGO application program 38 3 2 COGO Line Calculations Input Input page 38 7 1 Task Calc Offset Point 3 CALC F1 calculates the results 4 COGO Offset Point Results Result page 38...

Page 867: ...ing and distance from a known point that define the line AND EITHER the number of segments dividing the line OR a segment length for the line The coordinates of the known points may be taken from the...

Page 868: ...ter 1 Refer to 38 2 Accessing COGO to access COGO Line Calculation Input COGO Line Calculations Input Input page SHIFT CONF F2 to configure the COGO application program 38 3 2 COGO Line Calculations I...

Page 869: ...segment Start PtID The point ID to be assigned to the first new point on the line The selected point ID templates from CONFIGURE ID Templates are not applied PtID Inc Start PtID is incremented numeric...

Page 870: ...on program and stake out the calculated COGO point SHIFT QUIT F6 or ESC return to COGO Segmentation Results Result page 7 PAGE F1 to access COGO Segmentation Results Plot page 33 6 The known points de...

Page 871: ...ments that must be known are coordinates of three points OR coordinates of two points radius to the two points The coordinates of the known points may be taken from the active job may be measured duri...

Page 872: ...t after input of station and offset values in relation to an arc Calc Base Point Calculates the base point the station and offset of a point in relation to an arc Segmentation Calculates the coordinat...

Page 873: ...OGO Data Job Name can be selected Available for Method 3 Points and Method 2 Points Radius Point 1 Choicelist A point on the first tangent Available for Method 2 Tgnts Radius Method 2 Tgnts Arc Lngt a...

Page 874: ...e to the left of the arc Available for Task Calc Offset Point Offset Point Choicelist The offset point Available for Task Calc Base Point IF THEN Task Calc Arc Center CALC F1 accesses COGO Center of A...

Page 875: ...ight value to be stored with the calculated point can be typed in Arc Radius Output Computed radius of arc Arc Length Output Computed length of arc Offs Pt Brng Output Available for Task Calc Offset P...

Page 876: ...of the Code page is similar to COGO Traverse Results Code page Next step PAGE F6 changes to the Plot page COGO XX Results Plot page The functionality of the Plot page is similar to COGO Traverse Resu...

Page 877: ...n and offset of a point in relation to an arc Elements that must be known are coordinates of three points coordinates of an offset point OR coordinates of two points radius to the two points coordinat...

Page 878: ...more information on screens P0 Start Point P1 End Point P2 Offset Point P3 Base point d1 Offset XX d2 ArcDist XX GPS12_121 P0 P P3 d2 d1 P2 Step Description Refer to chapter 1 Refer to 38 2 Accessing...

Page 879: ...COGO GPS1200 879 3 CALC F1 calculates the results 4 COGO Base Point Results Result page 38 8 1 STORE F1 stores the results Step Description Refer to chapter...

Page 880: ...o points radius to the two points offsets The coordinates of the known points may be taken from the active job may be measured during the COGO calculation may be entered Arc management is not availabl...

Page 881: ...F F2 to configure the COGO application program 38 3 2 COGO Arc Calculations Input Input page 38 8 1 Task Calc Offset Point 3 CALC F1 calculates the results 4 COGO Offset Point Results Result page 38 8...

Page 882: ...those for COGO line calculation segmentation Refer to 38 7 3 Line Calculation Segmentation Exceptions to line calculation segmenta tion New field and option in COGO Define Segmentation Field Option De...

Page 883: ...coordinates of the points to be shifted rotated and or scaled They must be stored in the active job the shift values They can be defined as the direction of Easting Northing and Height or as an azimut...

Page 884: ...t b Easting P1 Known point P1 Shifted point P2 Known point P2 Shifted point Rotation a Height b Easting P0 Rotation Pt P1 Known point P1 Rotated point P2 Known point P2 Rotated point GPS12_155 a b P1...

Page 885: ...tate Scale Scale a Height b Easting P1 Rotation Pt can be held fixed all other points are then scaled from here P2 Known point P2 Scaled point P3 Known point P3 Scaled point P4 Known point P4 Scaled p...

Page 886: ...apply CONT F1 adds all displayed points to the list in COGO Shift Rotate Scale and returns to that screen ADD 1 F3 To add one point from the active job to the list Accesses COGO Data Job Name Selecte...

Page 887: ...er to paragraph COGO Select Points by Range IF THEN all points from COGO Data Job Name are to be added ADD F2 one point from COGO Data Job Name is to be added ADD 1 F3 a range of points from COGO Data...

Page 888: ...ithin the selected range to the list in COGO Shift Rotate Scale Points page without quitting this screen Another range of point ID s can be selected Field Option Description From Pt ID and To Pt ID Us...

Page 889: ...ge are selected Example From Pt ID a9 To Pt ID c200 Selected are point ID s a b c aa bb cc a1 b2 c3 c4 c5 a610 Not selected are point ID s d100 e 200 300 tzz Step Description 1 CONT F1 adds all points...

Page 890: ...points Available if Easting Northing or Height is highlighted LAST F4 To select the value for the shift from previous COGO inverse calculations Available if Easting Northing or Height is highlighted S...

Page 891: ...ints Computes the shift from the coordinate differences between two known points From Choicelist Available for Method Use 2 Points The point ID of the first known point for calculating the shift To Ch...

Page 892: ...North direction Height User input or output The amount of shift in height Field Option Description Field Option Description Method The method by which the rotation angle will be deter mined User Ente...

Page 893: ...ld Option Description Field Option Description Method The method by which the scale factor will be deter mined User Entered The scale factor can be manually typed in Computed The scale factor will be...

Page 894: ...is performed by multiplying the original coor dinates of the points by Scale Yes Scale is applied to the coordinate difference of all points relative to Rotation Pt selected on the Rotation page The...

Page 895: ...o this job Add Identi fier Yes or No Activates the use of identifiers for the point ID s of the calculated COGO points Identifier User input The identifier with up to four characters is added in front...

Page 896: ...Rotate Scale Results Result page IF THEN Field Option Description No of New Pts Output Number of new points created No of Skipped Pts Output Number of points which were skipped either due to not being...

Page 897: ...or scaled They must be stored in the active job the shift values They can be defined as the direction of Easting Northing and Height or as an azimuth and a grid distance or as shift from one point to...

Page 898: ...ist all softkeys are available Refer to paragraph Match points step by step for information on how to match points CALC F1 To confirm the selections compute the trans formation and continue with the s...

Page 899: ...of the points of origin for the calculation of the shifts and or rotation and or scale Target Pt The point ID of the target points for the calculation of the shifts and or rota tion and or scale Matc...

Page 900: ...ation shift rotate scale manual Refer to 38 9 COGO Calculation Shift Rotate Scale Manual Method a pair of points is to be matched or edited NEW F2 or EDIT F3 Refer to paragraph Match points step by st...

Page 901: ...lly occupy a point and store it in the active job 4 CONT F1 returns to COGO Match Common Points n and adds a new pair of matched points to the matched points list Step Description IF the value for a f...

Page 902: ...meter needs to be fixed to a value highlight the field Enter the value of the parameter FIX F4 a field displays a value the parameter needs to be calcu lated highlight the field ADJST F4 all parameter...

Page 903: ...three points are required to form an area Divide by Using Elements required Defined line Parallel line Through a point Two points defining the line One point on the dividing line By a distance Two poi...

Page 904: ...e Rotation point Size of new area in percentage Rotation point of the swing line Area Parallel line Size of new area Two points defining the line Perpendicular line Size of new area Two points definin...

Page 905: ...oint B of defined line P2 First new COGO point P3 Second new COGO point d HDist XX Area division method Divide Using Shift 1 By Defined Line Perpendic Line By Distance 2 By Percentage Perpendic Line 3...

Page 906: ...Point A of defined line P1 Point B of defined line P2 First new COGO point P3 Second new COGO point d HDist XX Area division method Divide Using Shift 1 By Defined Line Parallel Line Through Point d P...

Page 907: ...e P1 Point B of defined line P2 Through Point in this case it is a known point of the existing border P3 New COGO point d HDist XX Area division method Divide Using Shift 1 By Defined Line Perpendic L...

Page 908: ...e P1 Point B of defined line P2 Through Point in this case it is a known point of the existing border P3 New COGO point d HDist XX Area division method Divide Using Shift 1 By Percentage Swing Line 2...

Page 909: ...COGO GPS1200 909 P0 First new COGO point P1 Second new COGO point P2 Rotation Pnt Azimuth GPS12_163 P2 P0 P1...

Page 910: ...ded Description of fields CONT F1 To accept the changes and access the subse quent screen Field Option Description Area to Use The setting determines the availability of the subse quent fields and scr...

Page 911: ...e Survey New Area To enter a name for the new area No of Points Output Number of points forming the area Area Output The size of the selected area Perimeter Output The perimeter of the area IF THEN Ar...

Page 912: ...gs recording of positions ends automatically as defined by the stop criteria The position mode icon changes to the moving icon F1 changes to STORE STORE F1 To store the measured point When Auto STORE...

Page 913: ...D different to the defined ID template and the running point ID according to the ID template Refer to 19 1 ID Templates Field Option Description Point ID User input The identifier for manually occupie...

Page 914: ...ive configuration set The changed antenna height is used until the application program is exited 3D CQ Output The current 3D coordinate quality of the computed position IF the task is to THEN change t...

Page 915: ...subsequent screen Calculated COGO points are not yet stored INV F2 To calculate the value for the distance from two existing points Available if HDist XX is highlighted SIZE F3 and PERC F3 To display...

Page 916: ...Line The new border defining the size of the sub area is known Using This field defines how the new border will run Parallel Line The border will be parallel to a line defined by Point A and Point B...

Page 917: ...is calculated and displayed Point A Choicelist The first point of the line which is used as the reference for a new parallel or perpendicular border All points from COGO Data Job Name can be selected...

Page 918: ...es COGO Results of Area Division Refer to 38 11 4 Results of the Area Division Rotation Pnt Choicelist Available for Using Swing Line The point around which the new border will rotate by Azimuth Azimu...

Page 919: ...o accept the calculation and to continue with the subsequent screen Calculated COGO points are not yet stored PAGE F6 To change to another page on this screen SHIFT CONF F2 To configure the COGO appli...

Page 920: ...hoose Area to be Divided once both points are stored COORD F2 To view other coordinate types RSLT1 F3 or RSLT2 F3 To view the first and second result STAKE F5 To access the Stakeout application progra...

Page 921: ...the points of the new border are shown in black Next step STORE F1 stores the results and accesses COGO Choose Area to be Divided For Write Logfile Yes in COGO Configuration Logfile page the result is...

Page 922: ...ide an area by a defined parallel line The new border has to run through a known point with the point ID 100 Working technique Real time kinematic Goal The points forming the original area are to be p...

Page 923: ...Divided Area to Use Survey New Area Area ID Type in an ID for the new area 7 CONT F1 to access COGO Survey Job Name 8 COGO Survey Job Name Point ID Type in a name for the first point of the area 9 OCU...

Page 924: ...CONT F1 to access COGO Area Division Results 18 COGO Area Division Results Result1 page Point ID The identifier for the first COGO point depending on the point ID template configured for Survey Pts in...

Page 925: ...rthometric height SHIFT INDIV F5 for an individual point ID independent of the ID template SHIFT RUN F5 changes back to the next ID from the configured ID template 19 STORE F1 stores the first COGO po...

Page 926: ...HDist XX or Offset 3 LAST F4 to access COGO Last Inverse Calculations 4 COGO Last Inverse Calculations All previous COGO inverse calculations stored in the active job are displayed sorted by time with...

Page 927: ...he coordinate differences between the two known points DEL F4 to delete the highlighted COGO inverse calculation MORE F5 to display other information in the third column 5 Highlight the COGO inverse c...

Page 928: ...tep by step COGO Modify Value On this screen numbers can be typed in for the multiplication division addition and subtrac tion with the original azimuth distance or offset value The standard rules of...

Page 929: ...field which was initially highlighted in COGO XX Input Input page Field Option Description Azimuth HDist XX or Offset Output The name of the field and the value which was high lighted before accessin...

Page 930: ...f 0 000 Subtract User input The number to be subtracted For azimuths Minimum 0 Maximum Full circle For distances and offsets Minimum 0 m Maximum 30000000 m performs a subtraction of 0 000 Azimuth HDis...

Page 931: ...ut Value as calculated Value as displayed Azimuth 250 0000 g 1 Multiply 2 500 Azimuth 100 0000 g 2 Divide 3 166 667 Azimuth 166 6670 g 3 Add 300 466 667 Azimuth 66 6670 g 4 Subtract 100 366 667 Azimut...

Page 932: ...1984 coordinates into local coordinates a coor dinate system needs to be created Part of the coordinate system is the transformation used to convert coordinates from the WGS 1984 datum to the local da...

Page 933: ...Classic 3D also called Helmert transformation Onestep Twostep Transformation Characteristic Description Classic 3D Principle Transforms coordinates from WGS 1984 cartesian to local cartesian coordinat...

Page 934: ...rt between orthometric and ellipsoidal heights This is not compulsory Area Especially wide networks with large height differ ences Local grid coordinates must be accurate Advantage Accuracy of the mea...

Page 935: ...ints 2 The results of 1 are preliminary grid coordinates for the WGS 1984 points 3 These preliminary grid coordinates are matched with the local grid control points in order to compute the Easting and...

Page 936: ...WGS 1984 and in the local system for at least one point Three or more points are recommended in order to obtain redundancy Additional height information for one point enables the transformation of he...

Page 937: ...t in X and Y rotation about Z scale and residuals Points and height transformation The type of height transformation performed depends on the number of available points with height information No poin...

Page 938: ...d map projection is required Parameters may be computed with a minimum of points Care should be taken when computing parameters using just one or two local points as the parameters calculated are vali...

Page 939: ...The coordinates are projected onto a preliminary grid but this time using the true map projection of the local points 3 A 2D transformation is applied exactly as with the Onestep transformation Positi...

Page 940: ...tical with the Onestep transformation Advantage Errors in height do not propagate into errors in position since the height and position transforma tions are separated If local heights have low accurac...

Page 941: ...84 coordinates and local coordinates The more points that are common between datums the more accurately the transformation parameters can be The first step of a Twostep transformation avoids any disto...

Page 942: ...hen a geoid field file and or a CSCS field file is used in the determination of a coordinate system the control points for the calculation must fall within the areas of the field files Coordinate syst...

Page 943: ...rmation to use Onestep or Twostep when information about the necessary rotations and scale factor is known Classic 3D when the rota tions are to be set to zero and the scale factor to one Coordinate s...

Page 944: ...ccess the screen DET C SYS Determine Coord System Begin Refer to 6 1 Hot Keys for information on hot keys OR Press USER Refer to 6 2 USER Key for information on the USER key DET C SYS Determine Coord...

Page 945: ...hat existing system to be updated Refer to 13 4 2 Editing a Coordinate System WGS84 Pts Job Choicelist The job from which the points with WGS84 coordi nates will be taken Opening the choicelist access...

Page 946: ...guring CONF F2 to access DET C SYS Configuration Refer to 39 3 2 Configuring Determine Coordinate System One Point Localisation Method Normal the DET C SYS application program does not need configurin...

Page 947: ...en using the normal method These settings are stored within the active configuration set Access step by step DET C SYS Configuration Method page This screen consists of the Method page the Residuals p...

Page 948: ...e PAGE F6 To change to another page on this screen Field Option Description Default Method Normal or One Pt Localistn Method used to determine the coordinate system The fields and pages available are...

Page 949: ...r Default Transformation Point parameters to be matched between points in both datums Field Option Description Field Option Description Easting User input The limit above which Easting residuals will...

Page 950: ...13 2 Terminology for more information about how many transformation parame ters are computed based on the number of points common to both datums 1 DistanceXX Distributes the residuals according to the...

Page 951: ...on Shift dY User input Shift in Y direction Shift dZ User input Shift in Z direction Rotation X User input Rotation around the X axis Rotation Y User input Rotation around the Y axis Rotation Z User i...

Page 952: ...Determine Coordinate System General GPS1200 952 all parameters are configured CONT F1 to return to DET C SYS Determine Coord System Begin IF AND THEN...

Page 953: ...e point localisation method These settings are stored within the active configuration set Access step by step DET C SYS Configuration Method page This screen consists of the Method page the Onestep pa...

Page 954: ...ormal or One Pt Localistn Method used to determine the coordinate system The fields and pages available are different if Default Method Normal is selected Refer to 39 3 1 Configuring Determine Coordin...

Page 955: ...trans formation process Use WGS84 North Rotate to North as defined by WGS 1984 User Entered Rotation can be manually typed in Convergnce Angle Angle between grid North and geodetic North at a certain...

Page 956: ...tum Known WGS84 Ht Height scale factor defined by the known height of a point on the WGS 1984 datum Field Option Description Field Option Description Default Rota tion The default rotation method to b...

Page 957: ...determining the scale factor to be used in the transformation process User Entered Scale factor can be manually typed in Compute CSF Compute the combined grid and height scale factor Deflt Grid SF Use...

Page 958: ...Determine Coordinate System General GPS1200 958 Next step CONT F1 returns to DET C SYS Determine Coord System Begin...

Page 959: ...ted The coordinate system is defined by the transformation used to convert coordinates from one geodetic datum to another Onestep Twostep or Classic 3D transformations are available Refer to 39 Determ...

Page 960: ...SYS Step 1 Choose Trans form Type Step Description 1 Refer to 39 2 Accessing Determine Coordinate System to access DET C SYS Determine Coord System Begin 2 Select Method Normal 3 CONT F1 to access DE...

Page 961: ...e of transformation to be used when deter mining a coordinate system Onestep Twostep or Classic 3D Available when determining a new coordinate system Output Available when updating a coordinate system...

Page 962: ...ose Parameters and DET C SYS Step 1 Choose Transform Type DET C SYS Step 2 Choose Parame ters This screen contains different fields depending on what transformation type was chosen in DET C SYS Step 1...

Page 963: ...oid to use in the transformation All ellip soids from MANAGE Ellipsoids can be selected Output The ellipsoid being used by a fixed projection when selected in Projection Projection Choicelist The proj...

Page 964: ...ints in the list all softkeys are available Refer to 40 4 Matching Points for information on how to match points Output The ellipsoid being used by a fixed projection when selected in Projection Proje...

Page 965: ...er to 40 4 2 Selecting a New Pair of Matching Points EDIT F3 To edit the highlighted pair of matched points Refer to 40 4 3 Editing a Pair of Matching Points DEL F4 To delete the highlighted pair of m...

Page 966: ...n Description WGS84 Pts The point ID of the points chosen from WGS84 Pts Job Local Pts The point ID of the points chosen from Local Pts Job Match The type of match to be made between the points This i...

Page 967: ...for the calculation Pressing EDIT F3 to edit a highlighted pair of matched points containing the deleted point will overwrite the coordinates of the old point and the coordinates of the new point wil...

Page 968: ...ion then will be displayed Height The Height residual If heights were not used in the transformation calcu lation then will be displayed Indicates residuals that exceed the residual limit defined in D...

Page 969: ...Type The explanations for the softkeys given below are valid for all pages Description of fields STORE F1 To store the coordinate system to the DB X and return to GPS1200 Main Menu PAGE F6 To change...

Page 970: ...from the transformation calculation Northing Output Largest Northing residual from the transformation calculation Height Output Largest Height residual from the transformation calculation Field Optio...

Page 971: ...39 3 1 Configuring Determine Coordinate System Normal paragraph DET C SYS Configuration Residuals page Pre Trans form Output Name of the pre transformation used as defined in DET C SYS Step 1 Choose T...

Page 972: ...e control points will be distributed throughout the transforma tion area Refer to 39 3 1 Configuring Determine Coordinate System Normal paragraph DET C SYS Configuration Residuals page Transform Outpu...

Page 973: ...elect Method Normal 3 Enter the name of a coordinate system in Name OR CSYS F6 to select a coordinate system 4 CONT F1 to access DET C SYS Step 3 Match Points n 5 All the following steps are identical...

Page 974: ...transformation it must be defined which points in WGS84 Pts Job and Local Pts Job are to be matched Pairs of matched points are displayed in one line in DET C SYS Step 3 Match Points n New pairs of ma...

Page 975: ...ta Job Name of any class except NONE can be selected Match Type The type of match to be made between the points selected in WGS84 Point and Known Point Position and Height Position Only Height Only or...

Page 976: ...ordinate System to access DET C SYS Step 3 Match Points n 2 DET C SYS Step 3 Match Points n Highlight the pair of matching points to be edited 3 EDIT F3 to access DET C SYS Edit Matching Points 4 All...

Page 977: ...ocess of determining or updating a coordinate system 1 Refer to 40 2 Determining a New Coordinate System Follow the instructions to access DET C SYS Step 4 Check Residuals 2 RESLT F3 to access DET C S...

Page 978: ...lid for the pages as indicated Description of fields CONT F1 To return to DET C SYS Step 4 Check Resid uals SCALE F4 or PPM F4 Available on the Position page To switch between Scale displaying the tru...

Page 979: ...t Rotation of transformation Scale Output Scale factor used in transformation Either true scale or ppm Rot Orig X Output Position in the X direction of the origin of rotation Rot Orig Y Output Positio...

Page 980: ...are valid for the pages as indicated Description of fields CONT F1 To return to DET C SYS Step 4 Check Resid uals SCALE F4 or PPM F4 Available on the Parameters page To switch between Scale displayin...

Page 981: ...e Output Scale factor used in transformation Either true scale or ppm Field Option Description Field Option Description Transf Model Output Classic 3D transformation model used for the transformation...

Page 982: ...oint Localisation Access step by step DET C SYS Step 1 Choose Trans form Type Step Description 1 Refer to 39 2 Accessing Determine Coordinate System to access DET C SYS Determine Coord System Begin 2...

Page 983: ...nsformation to be used when deter mining a coordinate system Height Mode Orthometric or Ellipsoidal The height mode to be used in the determination of a coordinate system IF THEN Transfrm Type Onestep...

Page 984: ...Choose Parame ters Step Description 1 Refer to 41 1 Accessing Determine Coordinate System One Point Localisation to access DET C SYS Step 1 Choose Transform Type 2 DET C SYS Step 1 Choose Transform Ty...

Page 985: ...tep 3 Choose Common Point Field Option Description Geoid Model Choicelist The geoid model to be used in the transformation Geoid models from MANAGE Geoid Models can be selected CONT F1 To confirm the...

Page 986: ...m one pair of matching points The height can be taken from another pair of matching points WGS84 Point Choicelist The point ID of the horizontal and or vertical control point chosen from WGS84 Pts Job...

Page 987: ...CONT F1 To confirm the selections and to continue with the subsequent screen INV F2 Available for Method Two WGS84 Points and Method User Entered To compute an azimuth between two local points Refer t...

Page 988: ...4 North User Entered Convergnce Angle or Two WGS84 Points Method by which the rotation angle for the transfor mation is determined Field Option Description Rotation Output Transformation will be rotat...

Page 989: ...Field Option Description Coord System Choicelist Coordinate system to provide the direction of grid North in the area where the control point used for determining the local coordinate system is locate...

Page 990: ...inus the computed convergence angle The field is updated as Coord System and WGS84 Point are changed a WGS 1984 coordinate system b Local coordinate system c Line between two WGS 1984 points d Line be...

Page 991: ...n be selected Point 2 Choicelist Second point to use for computation of Azimuth All points from WGS84 Pts Job chosen in DET C SYS Determine Coord System Begin can be selected Azimuth Output Computed a...

Page 992: ...in DET C SYS Step 3 Choose Common Point and h is the height of this point above the WGS 1984 ellipsoid Description of common fields CONT F1 To confirm the selections and to continue with the subsequen...

Page 993: ...tion Description WGS84 Point Choicelist WGS 1984 point from which the scale factor will be calculated The scale factor is calculated using the height of the known WGS 1984 point All points from the WG...

Page 994: ...GS84 Pts Job that was selected in DET C SYS Determine Coord System Begin and return to GPS1200 Main Menu SCALE F4 or PPM F4 To switch between Scale displaying the true scale and displaying the ppm Fie...

Page 995: ...F1 stores the coordinate system and returns to GPS1200 Main Menu Scale Output Scale factor of transformation Rot Orig X Output Position in the X direction of the origin of rotation Rot Orig Y Output...

Page 996: ...T C SYS Step 2 Choose Parame ters Step Description 1 Refer to 41 1 Accessing Determine Coordinate System One Point Localisation to access DET C SYS Step 1 Choose Transform Type 2 DET C SYS Step 1 Choo...

Page 997: ...from MANAGE Transformations can be selected Ellipsoid Choicelist The ellipsoid to be used in the transformation All ellipsoids from MANAGE Ellipsoids can be selected Output The ellipsoid being used by...

Page 998: ...able for WGS84 Point being high lighted To manually occupy a point and store it in WGS84 Pts Job Field Option Description Match Type How the horizontal and vertical shifts of the transfor mation shoul...

Page 999: ...from WGS84 Pts Job All WGS 1984 points from MANAGE Data Job Name can be selected Known Point Choicelist The point ID of the horizontal and or vertical control point chosen from Local Pts Job All local...

Page 1000: ...screen INV F2 Available for Method Two WGS84 Points and Method User Entered To compute an azimuth between two local points Refer to 41 5 Computing Required Azimuth SURVY F5 Available when Point 1 or P...

Page 1001: ...Entered Description of fields Field Option Description Rotation Output Transformation will be rotated to North as defined by the WGS 1984 datum North is 0 00000o Field Option Description Rotation Use...

Page 1002: ...Field Option Description Coord System Choicelist Coordinate system to provide the direction of grid North in the area where the control point used for determining the local coordinate system is locat...

Page 1003: ...minus the computed convergence angle The field is updated as Coord System and WGS84 Point are changed a WGS 1984 coordinate system b Local coordinate system c Line between two WGS 1984 points d Line b...

Page 1004: ...an be selected Point 2 Choicelist Second point to use for computation of Azimuth All points from WGS84 Pts Job chosen in DET C SYS Determine Coord System Begin can be selected Azimuth Output Computed...

Page 1005: ...his point above the local ellipsoid Description of fields CONT F1 To confirm the selections and to continue with the subsequent screen GRID F2 Available for Method Compute CSF To compute the grid scal...

Page 1006: ...YS Compute Grid Scale Factor Height SF Output Available for Method Compute CSF The height scale factor as computed in DET C SYS Compute Height Scale Factor Combined SF The combined scale factor of the...

Page 1007: ...switch between Scale displaying the true scale and displaying the ppm Field Option Description Name User input A unique name for the coordinate system The name may be up to 16 characters in length and...

Page 1008: ...Determine Coordinate System One Point Localisa tion GPS1200 1008 Next step STORE F1 stores the coordinate system and returns to GPS1200 Main Menu...

Page 1009: ...ess step by step DET C SYS Compute Grid Scale Factor Step Description 1 Refer to 41 1 Accessing Determine Coordinate System One Point Localisation to access DET C SYS Step 1 Choose Transform Type 2 Se...

Page 1010: ...ctor is computed using the position of a known local point Local Point Choicelist Available for Method Known Local Pt The point ID of the point chosen from Local Pts Job from which the grid scale fact...

Page 1011: ...Scale Factor Step Description 1 Refer to 41 1 Accessing Determine Coordinate System One Point Localisation to access DET C SYS Step 1 Choose Transform Type 2 Select Transfrm Type Twostep 3 Continue t...

Page 1012: ...r is computed using an entered height value Known Point Choicelist Available for Method Known Local Pt The point ID of the point chosen from Local Pts Job from which the height scale factor is compute...

Page 1013: ...Determine Coordinate System One Point Localisa tion GPS1200 1013 Next step CONT F1 returns to DET C SYS Step 5 Determine Scale...

Page 1014: ...Choose Parame ters Step Description 1 Refer to 41 1 Accessing Determine Coordinate System One Point Localisation to access DET C SYS Step 1 Choose Transform Type 2 DET C SYS Step 1 Choose Transform T...

Page 1015: ...oids can be selected Output The ellipsoid being used by a fixed projection when selected in Projection Projection Choicelist The projection to be used in the transformation All projections from MANAGE...

Page 1016: ...it in WGS84 Pts Job Field Option Description WGS84 Point Choicelist The point ID of the control point chosen from WGS84 Pts Job All WGS 1984 points from MANAGE Data Job Name can be selected Known Poi...

Page 1017: ...es the coordinate system and returns to GPS1200 Main Menu STORE F1 To store the coordinate system to the DB X attach the system to WGS84 Pts Job that was selected in DET C SYS Determine Coord System B...

Page 1018: ...uted required azimuth appears in the Reqd Azimuth field for Method Two WGS84 Points and the Rotation field for Method User Entered in DET C SYS Step 4 Determine Rotation Compute azimuth step by step S...

Page 1019: ...Determine Coordinate System One Point Localisa tion GPS1200 1019 7 CONT F1 to calculate the required azimuth and return to DET C SYS Step 4 Determine Rotation Step Description...

Page 1020: ...he point are given relative to the reference line arc Gridstaking a line arc where a grid can be staked relative to a reference line arc Staking to a polyline Refer to 42 8 Staking to Polyline Other f...

Page 1021: ...fLine Grid RefLine Meas RefLine Stake or RefLine Poly Instrument source GPS Deleting points A point that is used to define a reference line arc can be deleted A reference line arc can still be used if...

Page 1022: ...page Refer to 42 8 1 Overview A reference arc can be defined in the following ways Target point The design point For measuring to a reference line this is the point with the coordi nates of the curre...

Page 1023: ...he line lying outside of the projection or CSCS model being used In these cases the output fields of all prompts relating to the difference in coordinates between the point being staked and the curren...

Page 1024: ...wing diagram shows the direction of positive and negative values for distance and height differences between the target point and the reference point for reference lines P0 Start point P1 End point P2...

Page 1025: ...fer to 6 1 Hot Keys for information on hot keys OR Press USER Refer to 6 2 USER Key for information on the USER key REFLINE Reference Line Arc Begin CONT F1 To confirm the selections and to continue w...

Page 1026: ...ot copied to this job Coord System Output The coordinate system currently attached to the selected Job Cannot be edited for Use Auto CrdSys Yes configured in CONFIGURE Addi tional Rover Settings Refer...

Page 1027: ...cted Configuration sets with R Time Mode Reference cannot be used in the Reference Line application program Antenna Choicelist The antenna currently defined to be used in the selected configuration se...

Page 1028: ...and the Logfile page The explanations for the softkeys given below are valid as indi cated Step Description 1 Refer to 42 2 Accessing Reference Line to access REFLINE Reference Line Arc Begin 2 CONF F...

Page 1029: ...this selection To North The North direction shown in the graphical display based on the active coordinate system To Sun The position of the sun calculated from the current position the time and the da...

Page 1030: ...The direction from the orientation reference the hori zontal distance and the cut fill is displayed Orthogonal The distance forwards backwards to the point the distance right left to the point and th...

Page 1031: ...s between tens and hundreds The distance units Int Ft Inch fi US Ft Inch ft Kilometres km and US Miles mi are only supported by the first chainage format All other chainage formats are restricted to t...

Page 1032: ...oint to be staked If the defined Height Limit is exceeded the stakeout can be repeated skipped or stored Height Limit User input Available for Height Check Yes Sets the maximum vertical difference acc...

Page 1033: ...deter mines the height value to be staked out Use Ref Line Heights are computed along the reference line arc Use Start Point Heights are computed relative to the height of the starting point Use DTM M...

Page 1034: ...ight is the height of the point to be staked The initial value is as configured in the Heights field The value for Design Ht can be changed Field Option Description Field Option Description Stake Poin...

Page 1035: ...ge after each stored staked point Next Proceeds to the next key point up chainage after each stored staked point Ref Tangent Back or Forward Sets the tangent to be used when staking items in void area...

Page 1036: ...le Yes The name of the file to which the data should be written A logfile is stored in the DATA directory of the active memory device The data is always appended to the file Opening the choicelist acc...

Page 1037: ...GPS1200 1037 Next step CONT F1 returns to the screen from where this screen was accessed Opening the choicelist accesses MANAGE XX where an existing format file can be selected or deleted Field Optio...

Page 1038: ...once the Reference Line application program has been exited Select Ref to Use Manually Enter in REFLINE Choose Reference Line Reference page Refer to 42 4 2 Manually Entering a Reference Line Arc Sele...

Page 1039: ...cess REFLINE Reference Task Menu 3 REFLINE Reference Task Menu This screen defines the task to be performed Measure to Line or Measure to Arc Calculates the coordinates of a point from its position re...

Page 1040: ...onality and softkeys available CONT F1 To accept changes and continue with the subsequent screen SLOPE F3 To set a slope from a defined reference line arc Cut Fill values can then be displayed to the...

Page 1041: ...will be defined For task XX Line 2 Points Uses two known points to define the reference line Pt Brg Dst Grade Defines the reference line using a known point a distance an azimuth and the gradient of...

Page 1042: ...lly Enter with Method 2 Points The horizontal grid distance between Start Point and End Point of the line is displayed if the distance cannot be calculated Azimuth User input Available for Method Pt B...

Page 1043: ...ce in height from the start point to the end point of the reference line Radius User input Available for Method 2 Points Radius The radius of the reference arc Arc Dist Output The horizontal grid dist...

Page 1044: ...T F1 accepts the changes and accesses REFLINE Define Grid Refer to 42 7 Gridstaking to a Reference Line Arc Stake to Polyline CONT F1 accepts the changes and accesses REFLINE Chosse Polyline Refer to...

Page 1045: ...a reference line The Method field is not available and all line definition fields are outputs all other differences are described below The fields shown depend on the task selected in REFLINE Referen...

Page 1046: ...ovides an interactive display of the data The reference line arc can be viewed but not defined using this page Refer to 33 MapView Interactive Display Feature for information on the functionality and...

Page 1047: ...ef Line or Ref Arc and press ENTER to access REFLINE Manage Reference XX Refer to paragraph REFLINE Manage Reference XX the desired reference line arc has been selected for the task Measure to XX CONT...

Page 1048: ...line arc step by step EDIT F3 To edit a reference line arc Refer to para graph Edit reference line arc step by step DEL F4 To delete a reference line arc Column Description Name Names of all the refer...

Page 1049: ...c step by step IF a reference line arc THEN Step Description Refer to chapter 1 Refer to 42 2 Accessing Reference Line to access REFLINE Refer ence Line Arc Begin 2 CONT F1 to access REFLINE Reference...

Page 1050: ...g Dst Grade defines the refer ence line using a known point a distance a bearing and the gradient of the line Method Pt Brg Dst Ht is the same as above but uses the difference in height instead of the...

Page 1051: ...teractive display on the Map page can be used to select the desired point 33 9 PAGE F6 to access REFLINE New Reference XX Map page 10 REFLINE New Reference XX Map page 33 5 MapView displays the refere...

Page 1052: ...is not available A Plot page replaces the Map page Refer to 33 MapView Interactive Display Feature for information on the functionality and softkeys available Refer to paragraph Create reference line...

Page 1053: ...e offset Diagram Reference line offsets P0 Start point P1 End point P0a Start point with Height Offset P1a End point with Height Offset P0b Start point with Offset Line P1b End point with Offset Line...

Page 1054: ...t Arc r1 Radius before offset r2 Radius after offset GPS12_128 d1 P0b P1a P1 r2 P0a d2 P0 P1b r1 Step Description 1 Refer to 42 2 Accessing Reference Line to access REFLINE Reference Line Arc Begin 2...

Page 1055: ...ous screen SHIFT CONF F2 To configure the reference line arc Refer to 42 3 Configuring Reference Line Field Option Description Offset Line or Offset Arc User input Distance to horizontally offset refe...

Page 1056: ...tart Point and Heights Use Ref Line The vertical offset of the reference line arc DTM Offset User input Available for Heights Use DTM Model The vertical offset of the DTM model Rotate Line User input...

Page 1057: ...suring to a reference line arc staking a point relative to a reference line arc or performing a grid stakeout relative to a reference line arc Access step by step REFLINE Define Slope This screen cont...

Page 1058: ...Field Option Description Use Slope Yes or No Use Slope Yes to define a slope Slope Type Choicelist The method how the slope will be created Left down Creates a downward plane extending to the left of...

Page 1059: ...upward plane extending to the right of the defined reference line arc Slope Grade User input Inclination of the slope Hinge Hz Ofst User input Horizontal offset from the line arc that sets where the s...

Page 1060: ...line arc Access Select the task Measure to XX in REFLINE Reference Task Menu and press CONT F1 twice to access REFLINE Measure Points OR Press SURVY F5 in REFLINE XX Stakeout to access REFLINE Measure...

Page 1061: ...nside arc P0 Start point P1 End point P2 Measured point P3 Reference point d1 Ht Line d2 Perp Dist d3 Spat Dist d4 Ht Start GPS12_116 P0 P1 d2 d3 P3 d1 d4 P2 P0 Start point P1 End point P2 Measured po...

Page 1062: ...ments P0 Start point P1 End point P2 Measured point P3 Reference point d1 Offset d2 Arc d3 Arc End d4 Check Dist 1 d5 Check Dist 2 d2 GPS12_117b d3 d5 d1 d4 P3 P0 P2 P1 P0 Start point P1 End point P2...

Page 1063: ...uto STOP Yes in CONFIGURE Point Occupa tion Settings recording of positions ends automatically as defined by the stop criteria The position mode icon changes to the moving icon F1 changes to STORE STO...

Page 1064: ...type digital cellular phone or modem Available for Auto CONEC No in CONFIGURE GSM Connection SHIFT INIT F4 To select an initilisation method and to force a new initialisation Available for OCUPY F1 o...

Page 1065: ...es not update the default antenna height as defined in the active configuration set The changed antenna height is used until the application program is exited Offset Output Perpendicular offset from t...

Page 1066: ...Option Description Line Output Horizontal distance along the reference line from the start point to the reference point Line End Output Horizontal distance along the reference line from the end point...

Page 1067: ...erence between the start point and the measured point Height Output Height of measured point Field Option Description Ht Line Output Height difference between the reference point on the line and the m...

Page 1068: ...scription Ht Arc Output Height difference between the reference point on the arc and the measured point Height Output Height of measured point Field Option Description Ht DTM Output Height difference...

Page 1069: ...along the reference line arc from the start point to the reference point the perpendicular offset from the reference line arc measured from the reference point to the measured point Refer to 33 MapVi...

Page 1070: ...indicating the corners of a house that is to be built need to be measured relative to the title boundary of the property that the house is to be built on This is done to check that the house is not b...

Page 1071: ...FLINE Refer ence Line Arc Begin 2 REFLINE Reference Line Arc Begin 42 2 Select a job and a configuration set with the settings mentioned above 3 CONT F1 to access REFLINE Reference Task Menu 4 REFLINE...

Page 1072: ...when enough data is collected At least one epoch of data must be recorded 19 6 1 17 When Auto STORE No in CONFIGURE Point Occupation Settings STORE F1 to store the point information 19 6 1 The result...

Page 1073: ...eference line arc from the start point to the reference point the perpendicular offset from the reference line arc measured from the reference point to the measured point 33 19 Are more points to be m...

Page 1074: ...rc and then staked Access Select the task Stake to XX in REFLINE Reference Task Menu and press CONT F1 twice to access REFLINE Enter Offset Values OR Press STAKE F5 in REFLINE Measure Points Refer to...

Page 1075: ...ts P0 Start point P1 End point P2 Target point P3 Reference point d1 Height Offset for Heights Use Start Point d2 Height Offset for Heights Use Ref Line GPS12_120 P0 P1 P3 d2 d1 P2 P0 Start point P1 E...

Page 1076: ...screen contains different fields depending on the options chosen for Heights and Edit Height in REFLINE Configuration Heights page and the task selected in REFLINE Reference Task Menu The explanation...

Page 1077: ...ve to the reference line arc SHIFT CONF F2 To configure the reference line arc Refer to 42 3 Configuring Reference Line SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an individual point I...

Page 1078: ...the reference line arc plus Along Line Along Arc Height Offset User input Available for Edit Height No unless Heights Use DTM Model in REFLINE Configuration The height offset of the target point For H...

Page 1079: ...ce of the elements of the graphical display within this screen The display changes depending on what option is chosen for Orientate in REFLINE Configuration General page This screen contains different...

Page 1080: ...sitions ends automatically as defined by the stop criteria The position mode icon changes to the moving icon F1 changes to STORE STORE F1 To store the measured point When Auto STORE Yes in CONFIGURE P...

Page 1081: ...type digital cellular phone or modem Available for Auto CONEC No in CONFIGURE GSM Connection SHIFT INIT F4 To select an initilisation method and to force a new initialisation Available for OCUPY F1 o...

Page 1082: ...s used until the application program is exited CUT Output The negative height difference from the height of the current position to the height of the point to be staked To move down FILL Output The po...

Page 1083: ...oidal height the WGS 1984 height is displayed Changing the value for D Ht changes the values displayed for CUT and FILL 3DCQ Output Available for code and phase fixed solutions The current 3D coordina...

Page 1084: ...ition to the height of the point to be staked Field Option Description FORW Output The horizontal distance from the current position to the point to be staked in the direction of the orienta tion BACK...

Page 1085: ...Reference Line GPS1200 1085 Refer to 33 MapView Interactive Display Feature for information on the functionality and softkeys available Next step PAGE F6 changes to the first page on this screen...

Page 1086: ...b Write Logfile Yes in REFLINE Configuration Logfile page A real time reference is running Application A curb is to be defined using offsets from the centreline of a road that is being built Reference...

Page 1087: ...ence Line Arc Begin 2 REFLINE Reference Line Arc Begin 42 2 Select a job and a configuration set with the settings mentioned above 3 CONT F1 to access REFLINE Reference Task Menu 4 REFLINE Reference...

Page 1088: ...Stakeout Ref XX page Depending on the configuration of the staking options in REFLINE Configuration General page the graphical display and the values in the fields indicate how to find the point to b...

Page 1089: ...6 to access the Map page which provides an interactive display of the defined reference arc and the points staked relative to it Displayed is also the horizontal distance from the current position to...

Page 1090: ...Reference Line GPS1200 1090 24 The results are written to the logfile Step Description Refer to chapter...

Page 1091: ...ine arc and points staked out in that defined grid Access step by step Step Description 1 Refer to 42 2 Accessing Reference Line to access REFLINE Reference Line Arc Begin 2 CONT F1 to access REFLINE...

Page 1092: ...methods Start at Begin Current Grid Pt P0 Start point P1 End point d1 Begin Grid At d2 Increment By d3 Line Offsets P0 Start point P1 End point d1 Begin Grid At d2 Increment By d3 Line Offsets GPS12_1...

Page 1093: ...methods Start at Begin Current Grid Pt P0 Start point P1 End point d1 Begin Grid At d2 Increment By d3 Line Offsets P0 Start point P1 End point d1 Begin Grid At d2 Increment By d3 Line Offsets GPS12_1...

Page 1094: ...Refer to 42 3 Configuring Reference Line Field Option Description Begin Grid At User input Distance along the reference line arc from the start point to the first target point to be staked Chainage U...

Page 1095: ...ut Ref XX page for all other key and field explanations Start at Begin Each new grid line is started at the same end as where the previous grid line started Current Grid Pt Each new grid line is start...

Page 1096: ...s determined by the option selected for Next Line Avail able for OCUPY F1 being displayed Field Option Description First field on the screen User input The point ID of the grid point to be staked The...

Page 1097: ...height cannot be displayed the local ellipsoidal height is displayed If it is not possible to display the local ellipsoidal height the WGS 1984 height is displayed D Ht User input Available for Edit...

Page 1098: ...Reference Line GPS1200 1098 Refer to 33 MapView Interactive Display Feature for information on the functionality and softkeys available Next step PAGE F6 changes to the first page on this screen...

Page 1099: ...job Write Logfile Yes in REFLINE Configuration Logfile page Application The positions of bore holes need to be staked out in a regular grid over the area of a site to be used for landfill Reference li...

Page 1100: ...ce Line Arc Begin 2 REFLINE Reference Line Arc Begin 42 2 Select a job and a configuration set with the settings mentioned above 3 CONT F1 to access REFLINE Reference Task Menu 4 REFLINE Reference Tas...

Page 1101: ...STORE F1 12 CONT F1 returns to REFLINE Choose Reference Line Refer ence page The Map page provides an interactive display of the defined refer ence line 33 13 CONT F1 14 REFLINE Define Grid 42 7 Begi...

Page 1102: ...RE No in CONFIGURE Point Occupation Settings STORE F1 to store the point information 19 6 1 The results are displayed on the screen It may happen that a point with the same point ID exists in the job...

Page 1103: ...S1200 1103 22 Repeat steps 16 to 20 including the advice until all grid points have been staked 23 SHIFT QUIT F6 returns to GPS1200 Main Menu 24 The results are written to the logfile Step Description...

Page 1104: ...ing lines with existing points In some cases electronic DXF files are not available to create lines and areas If this is the case the lines can be created from uploaded points using the line managemen...

Page 1105: ...reated and be imported in Staking to Polyline Only straight and curve elements are supported The alignment created with the ATK application has to be converted to a RoadRunner Job Creating Lines in LG...

Page 1106: ...Reference Line GPS1200 1106 Refer to Appendix C Directory Structure of the Memory Device for the placements of the data files on the CompactFlash card...

Page 1107: ...ection of a polyline Lines can be either 2D or 3D depending on the input data and are shown as such CONT F1 To select the highlighted polyline and to continue with the subsequent screen EDIT F2 To cha...

Page 1108: ...Choose Polyline Map page The Map page allows a selection of the line to be staked in the graphical view with the F2 or F3 keys or by mean of the stylus Only visible lines can be selected The selected...

Page 1109: ...page The expla nations for the softkeys are valid for all three pages Refer to 33 MapView Interactive Display Feature for information on the functionality and softkeys available CONT F1 To accept the...

Page 1110: ...Chainage Output The chainage of the end of the line Chainage User input The chainage to be staked initially Any chainage can be entered Offset User input The distance to stake off the line Any value b...

Page 1111: ...alidate the coordinate values of the point to be staked Next step PAGE F6 changes to the Maps page REFLINE Stake Map page This page allows to visualize the position of the points Top line shows the cu...

Page 1112: ...us point P4 PT End of curve P5 PI Point of intersection P6 AP Angle point P7 EOP End of project P1 BOP Beginning of project P2 PC Beginning of curve P3 PI Point of intersection P4 PT End of curve P5 A...

Page 1113: ...cally as defined by the stop criteria The position mode icon changes to the moving icon F1 changes to STORE STORE F1 To store the measured point When Auto STORE Yes in CONFIGURE Point Occu pation Sett...

Page 1114: ...42 3 Configuring Reference Line SHIFT INIT F4 To select an initialisation method and to force a new initialisation Available for configuration sets allowing phase fixed solutions Refer to 45 6 Initia...

Page 1115: ...point to be staked in the reverse direction of the orientation or to move away from the chainage depending on the selection for Visual Guides in REFLINE Configuration General page RGHT Output Horizont...

Page 1116: ...he current position to the height of the point to be staked Move up Ht Output Displays the difference between the height of the current position and the height to be staked Ht Output The orthometric h...

Page 1117: ...functionality and softkeys available Next step OCUPY F1 STOP F1 and STORE F1 changes to REFLINE Results Design Ht User input The design height which is the orthometric height of the point to be stake...

Page 1118: ...keout ELEV F3 To add a vertical offset to the design height and to display the new height PAGE F6 To change to another page on this screen Field Option Description Point ID Output The point ID of the...

Page 1119: ...code to store a point without code or to perform Line work without coding Meas Chainage Output The chainage measured at the staked point Meas Offset Output The offset from the polyline measured at the...

Page 1120: ...sults Map page The Map page provides an interactive display of the data Refer to 33 MapView Interactive Display Feature for information on the functionality and softkeys available Next step PAGE F6 ch...

Page 1121: ...measured points Viewing and storing the height difference from the measured points to the plane Planes can only be computed with grid coordinates Activating the applica tion program The Reference Pla...

Page 1122: ...rection of the plane A reference plane can be defined in the following ways vertical tilted For GPS1200 the Reference Plane application program is only applicable for tilted plane definitions For TPS1...

Page 1123: ...allel to the plane Z axis Defined by steepest direction of the plane Y axis Perpendicular to the plane increases in the direction as defined Offsets are applied in the direction of the Y axis a Height...

Page 1124: ...of the Y axis The direction can be changed by selecting a point which defines the direction of the Y axis Offset of the plane P1 Origin of plane X X axis of plane Y Y axis of plane Z Z axis of plane...

Page 1125: ...efer to 6 1 Hot Keys for information on hot keys OR Press USER Refer to 6 2 USER Key for information on the USER key REFPLANE Reference Plane Begin CONT F1 To confirm the selections and to continue wi...

Page 1126: ...t No codes are stored in the selected job All codelists from Main Menu Manage Codelists can be selected Output Codes have already been stored in the selected Job If codes had been copied from a System...

Page 1127: ...Next step IF the Reference Plane application program THEN is to be accessed CONT F1 accepts the changes and accesses the Refer ence Plane application program is to be configured CONF F2 Refer to 43 3...

Page 1128: ...ameters page and the Logfile page Step Description 1 Refer to 43 2 Accessing Reference Plane to access REFPLANE Reference Plane Begin 2 CONF F2 to access REFPLANE Configuration CONT F1 To accept chang...

Page 1129: ...active configuration set defined in CONFIGURE Display Settings can be selected Max d for Plane Def User input The maximum perpendicular deviation of a point from the calculated plane Display This para...

Page 1130: ...lar Map page then parts of lines and areas falling within the defined slice are also displayed Field Option Description Field Option Description Write Logfile Yes or No To generate a logfile when the...

Page 1131: ...elist Available for Write Logfile Yes A format file defines which and how data is written to a logfile Format files are created using LGO A format file must first be trans ferred from the CompactFlash...

Page 1132: ...es can be created edited stored and deleted in the active job The reference planes can be recalled for later use The plane can be shifted through a point or a defined offset REFPLANE Choose Task Refer...

Page 1133: ...ccesses REFPLANE Manage Reference Planes No of Points Output Available for Plane to Use Select From Job Number of points used for plane definition for the plane shown in the Ref Plane Std Deviation Ou...

Page 1134: ...eference Plane Step Description Refer to chapter 1 Refer to 43 2 Accessing Reference Plane to access REFPLANE Reference Plane Begin 2 CONT F1 to access REFPLANE Choose Task Reference Plane 3 REFPLANE...

Page 1135: ...ich will be used as origin of the plane An is shown to the left of the point if the point is outside maximum distance between a point and the calculated plane as defined in REFPLANE Configuration Para...

Page 1136: ...dinate of origin The origin is defined as the projection of the measured point onto the calculated plane Z coord Available for Use As Origin Plane Coords Enter local Z coordinate of origin The origin...

Page 1137: ...hted To access REFPLANE Survey XX Survey page Measure a point to define the offset point 12 PAGE F6 to change to the Plot page 13 REFPLANE New Reference Plane Plot page Points displayed depend on the...

Page 1138: ...PLANE Edit Reference Plane General page 6 REFPLANE Edit Reference Plane General page Continue with step 5 from paragraph Create reference plane step by step Step Description Step Description 1 Refer t...

Page 1139: ...1139 MORE F5 displays information about date and time of when the reference plane was created and the number of points defining the plane 7 CONT F1 to access REFPLANE Measure Points to Plane Referenc...

Page 1140: ...REFPLANE Measure Points to Plane Reference page 5 REFPLANE Measure Points to Plane Reference page Offset Per d The perpendicular distance between current position and adjusted plane Offset Ht The vert...

Page 1141: ...the ID template SHIFT RUN F5 changes back to the next ID from the configured ID template 6 PAGE F6 to change to the Map page 7 REFPLANE Measure Points to Plane Map page SHIFT FACE F1 to access the fa...

Page 1142: ...e been uploaded to a job on the receiver using LGO already exist in a job on the receiver have been uploaded from an ASCII file to a job on the receiver using Main Menu Convert Import ASCII GSI Data t...

Page 1143: ...e Height types Height source Heights can be taken into account from DTM Stakeout must be activated via a licence key Refer to 30 Tools Licence Keys for information on how to type in the licence key Po...

Page 1144: ...he point to be staked do not match In this case a screen opens where they can be corrected Refer to 11 6 Code and Attribute Mismatch for information on solving a code and or attribute mismatch Propert...

Page 1145: ...Refer to 6 2 USER Key for information on the USER key OR Press STAKE F5 from another application program for example COGO STAKEOUT Stakeout Begin CONT F1 To accept changes and access the subsequent sc...

Page 1146: ...Job Name Coord System Output The coordinate system currently attached to the selected Job Cannot be edited for Use Auto CrdSys Yes configured in CONFIGURE Addi tional Rover Settings Refer to 22 3 4 C...

Page 1147: ...onfiguration sets from Main Menu Manage Configuration Sets can be selected Configuration sets with R Time Mode Reference cannot be used in the Stakeout application program Antenna Choicelist The anten...

Page 1148: ...n General page This screen consists of the General page the Checks page the Heights page and the Logfile page The explanations for the softkeys given below are valid for all pages unless otherwise sta...

Page 1149: ...the Stakeout application program are based on this selection To North The North direction shown in the graphical display based on the active coordinate system To Sun The position of the sun calculate...

Page 1150: ...o the point to be staked The graphical display shows an arrow pointing in the direction of the point to be staked To Choicelist Available for Orientate To Point Stake Orien tate To Point Store Orienta...

Page 1151: ...After staking and storing a point the next point suggested for staking out is the point closest to the point which was staked If there are many points in Stakeout Job the search may take a few seconds...

Page 1152: ...ield Option Description Pos Check Yes or No Allows a check to be made on the horizontal coordi nate difference between the staked point and the point to be staked If the defined Pos Limit is exceeded...

Page 1153: ...ked is equal to or less than defined in Dist from Pt Dist from Pt User input Available for Beep near Pt Yes The horizontal radial distance from the current position to the point to be staked when a be...

Page 1154: ...fer to 30 Tools Licence Keys for information on how to type in or upload the licence key Available unless STAKEOUT Configuration Heights page was accessed while being within the Stakeout application p...

Page 1155: ...is stored in the DATA directory of the active memory device The data is always appended to the file Opening the choicelist accesses XX Logfiles where a name for a new logfile can be created and an ex...

Page 1156: ...r Orientate in STAKEOUT Configuration General page Other elements are commonly displayed The Map page provides an interactive display of the data Refer to 33 5 Map Mode for infor mation on the functio...

Page 1157: ...0 1157 Graphical display If the antenna is to far away and the scale is 1000 m the antenna is not shown and the point to be staked circle is grey Standard graphical display Reversed graphical display...

Page 1158: ...position to the point to be staked Diagram The diagram shows an example for stake out in orthogonal mode with Orientate To North Stake Mode Orthogonal is configured in STAKEOUT Configuration General p...

Page 1159: ...e point being staked is still displayed STOP F1 To end measuring the point being staked When Auto STOP Yes in CONFIGURE Point Occupation Settings recording of posi tions ends automatically as defined...

Page 1160: ...Available when OCUPY F1 is displayed REVRS F3 To reverse the graphical display top to bottom A reversed graphical display can be used when the point to be staked lies behind the current position SURV...

Page 1161: ...INIT F4 To select an initialisation method and to force a new initialisation Available for OCUPY F1 or STORE F1 being displayed and for configura tion sets allowing phase fixed solutions Refer to 45 6...

Page 1162: ...a tion BACK Output The horizontal distance from the current position to the point to be staked in the reverse direction of the orientation RGHT Output Horizontal distance from the current position to...

Page 1163: ...If it is not possible to display the local ellipsoidal height the WGS 1984 height is displayed The value for Height Offset configured in STAKEOUT Config uration Heights page is taken into account D Ht...

Page 1164: ...ake out in orthogonal mode step by step In the Stakeout application program the behaviour of the icons is as for a real time survey The following table explains the most common settings Refer to the s...

Page 1165: ...s typical settings in all other fields on all pages in STAKEOUT Configuration 44 3 6 CONT F1 7 CONT F1 to access STAKEOUT Orthogonal Stakeout 8 STAKEOUT Orthogonal Stakeout Stake page Check the point...

Page 1166: ...ow the difference between the current position and the point to be staked 15 When Auto STOP No in CONFIGURE Point Occupation Settings STOP F1 when enough data is collected At least one epoch of data m...

Page 1167: ...th step 20 18 STAKEOUT Polar Stakeout Stake page According to sort and filter settings the subsequent point in Stakeout Job is suggested for staking out 19 Repeat steps 8 to 17 20 SHIFT QUIT F6 to ret...

Page 1168: ...gured in STAKEOUT Configuration General page Refer to 44 3 Configuring Stakeout Access Refer to 44 2 Accessing Stakeout to access STAKEOUT Polar Stakeout STAKEOUT Polar Stakeout Stake page The pages s...

Page 1169: ...Changing the antenna height here does not update the default antenna height as defined in the active configuration set The changed antenna height is used until the application program is exited DIRC...

Page 1170: ...If it is not possible to display the local ellipsoidal height the WGS 1984 height is displayed The value for Height Offset configured in STAKEOUT Config uration Heights page is taken into account D Ht...

Page 1171: ...by step The steps are identical to those of staking out in orthogonal mode Refer to 44 4 2 Staking Out in Orthogonal Mode Follow the instructions in paragraph Stake out in orthogonal mode step by ste...

Page 1172: ...a DTM may be used for staking out where the DTM represents the surface to be staked quality control purposes where the DTM represents the final project surface DTM jobs are created in LGO DTM jobs are...

Page 1173: ...ration Heights page 44 3 Use DTM DTM only Use DTM DTM Stake Job is not covered in this step by step instruction The stake out procedure is identical as for the polar or orthogonal mode but the heights...

Page 1174: ...ILL The negative or positive height differences from the current position to the equivalent point in the selected DTM job is calculated and displayed Height offsets apply 11 Mark the current position...

Page 1175: ...is exceeded STAKEOUT Difference Limit Exceeded is accessed 44 4 5 14 When Auto STORE No in CONFIGURE Point Occupation Settings STORE F1 to store the point information 19 6 1 15 Are more heights to be...

Page 1176: ...OUT Difference Limit Exceeded The availability of the fields depends on the configured Stake Mode and Use DTM For example for Use DTM DTM only position relevant fields are unavailable The limits that...

Page 1177: ...om the staked point to the point to be staked FORW Output The horizontal distance from the current position to the point to be staked in the direction of the orienta tion BACK Output The horizontal di...

Page 1178: ...f Output Displays the horizontal difference from the staked point to the point to be staked 3D Diff Output Displays the spatial difference from the staked point to the point to be staked IF the exceed...

Page 1179: ...ams Survey OR Press a hot key configured to access the screen SURVEY Survey Begin Refer to 6 1 Hot Keys for information on hot keys OR Press USER Refer to 6 2 USER Key for information on the USER key...

Page 1180: ...nd hidden point measure ments Accesses SURVEY Configuration Refer to 46 Survey Auto Points and 47 Survey Hidden Points for information on the fields and keys CSYS F6 To select a different coordinate s...

Page 1181: ...the selected Job If codes had been copied from a System RAM codelist then the name of the codelist is displayed If codes have not been copied from a System RAM codelist but typed in manually then the...

Page 1182: ...sed Kinematic and Static Operations points with R Time Mode Reference CONT F1 accepts the changes and accesses SURVEY Set Up Reference Station Refer to 45 3 2 Real Time Reference Opera tions points wi...

Page 1183: ...es The following table explains the three existing GPS surveying techniques GPSsurveying technique Characteristic Description Static Way of working Reference set up over a point with accurately known...

Page 1184: ...to another The receiver remains turned on while moving Static and moving raw observations are collected Post processing is compulsory Use For detail surveys and measuring many points in quick successi...

Page 1185: ...a from the reference to the rover Data coming from the reference and GPS signals received on the rover are processed together on the rover as the survey is carried out in real time Ambiguities are sol...

Page 1186: ...l time GX1210 x x initialisation while static GX1210 with DGPS RTCM vX X option x x initialisation while static x GX1220 x x initialisation while moving GX1220 with DGPS RTCM vX X option x x initialis...

Page 1187: ...Access is possible from other screens where individual point measurements are needed for example from COGO Inverse with SURVY F5 Step Description 1 Refer to 45 1 Accessing Survey to access SURVEY Surv...

Page 1188: ...n the keys on the Map page The fields and functionality of this screen vary slightly when accessed from other application programs where individual point measurements are needed OCUPY F1 To start logg...

Page 1189: ...corrected Refer to 11 6 Code and Attribute Mismatch NEAR F2 To compare the user s current position with the coordinates of all points already stored in the job and find the nearest point This point I...

Page 1190: ...tart a new sequence of point ID s type over the point ID For an individual point ID independent of the ID template SHIFT INDIV F5 SHIFT RUN F5 changes back to the next ID from the configured ID templa...

Page 1191: ...Survey General GPS1200 1191 Next step PAGE F6 changes to another page on this screen...

Page 1192: ...correctly The real time device is attached to the receiver and working properly Access step by step Step Description 1 Refer to 45 1 Accessing Survey to access SURVEY Survey Begin 2 In SURVEY Survey...

Page 1193: ...he receiver was last used as reference station Available when the receiver has previously been used as reference station and if no point in the active job has the same point ID as the one last used as...

Page 1194: ...he active configuration set is suggested Refer to 2 Antenna Heights Changing the antenna height here does not update the default antenna height as defined in the active configuration set The changed a...

Page 1195: ...f the current navigation position IF the coordinates of the reference station THEN Step Description Refer to chapter 1 Refer to paragraph Access step by step to access SURVEY Set Up Reference Station...

Page 1196: ...d again the next time the receiver is used as a reference station This means that even if the Compact Flash card that previously contained the reference station coordi nates is formatted the last used...

Page 1197: ...nt Coords page The current navigation position in grid is displayed When no local coordinate system is active WGS 1984 coordinates are displayed Type in a point ID for this new point COORD F2 views ot...

Page 1198: ...an output field The attributes are shown as output input or choicelist fields depending on their definition For Thematc Codes Without Codelist Codes for points can be typed in but not selected from a...

Page 1199: ...point and all associated information and returns to SURVEY Set Up Reference Station The properties stored with the point are Class NAV Sub class GPS Code Only Source Survey Static Instrument source GP...

Page 1200: ...ds STOP F1 To end the point occupation store the point and to return to GPS1200 Main Menu Field Option Description Point ID Output The identifier for the reference station point Antenna Ht Output The...

Page 1201: ...Survey General GPS1200 1201 Next step STOP F1 to end the point occupation store the point and to return to GPS1200 Main Menu...

Page 1202: ...needed for example from COGO Inverse with SURVY F5 Step Description 1 Refer to 45 1 Accessing Survey to access SURVEY Survey Begin 2 In SURVEY Survey Begin select a job 3 Select a typical configurati...

Page 1203: ...n on the keys on the Map page The fields and functionality of this screen vary slightly when accessed from other application programs where individual point measurements are needed OCUPY F1 To start r...

Page 1204: ...corrected Refer to 11 6 Code and Attribute Mismatch H PNT F5 To measure a hidden point Refer to 47 Survey Hidden Points PAGE F6 To change to another page on this screen SHIFT CONF F2 To configure auto...

Page 1205: ...immediately after the survey is completed Available for real time devices of type digital cellular phone or modem Available for Auto CONEC No in CONFIGURE GSM Connection SHIFT INIT F4 To select an ini...

Page 1206: ...ual point ID independent of the ID template SHIFT INDIV F5 SHIFT RUN F5 changes back to the next ID from the configured ID template Refer to 19 1 ID Templates Antenna Ht User input The default antenna...

Page 1207: ...called Annot page 1 In SURVEY Survey Begin select a job a configuration set an antenna and a codelist if configured 2 CONT F1 to access SURVEY Survey Job Name 3 PAGE F6 until the Annot page is active...

Page 1208: ...5 to 7 If no continue with step 8 When the seismic record is configured to be used A4 Seismic Record cannot be changed 8 OCUPY F1 to start the point occupation 9 STOP F1 to end the point occupation 1...

Page 1209: ...nes in one of the display masks Refer to 19 2 Display Settings Access step by step The functionality for timed occupations is integrated in SURVEY Survey Job Name The table describes the main access t...

Page 1210: ...hours minutes and seconds when the point occupation should begin 5 OCUPY F1 The point occupation does not start yet This is indicated by the posi tion mode icon Start Time changes to Time to Go Time t...

Page 1211: ...hen Auto STORE No in CONFIGURE Point Occupation Settings STORE F1 to store the point information 19 6 Time at Point changes to Start Time displaying the current local time with the seconds rounded to...

Page 1212: ...tion allowing for phase fixed solutions A minimum of five satellites on L1 and L2 is required The three existing types of initialisation methods are Description of initialisation methods Moving Static...

Page 1213: ...mmediately Use If it is proving difficult to initialise while moving and no known point is available Known point Principle The rover receiver is kept stationary over a point with known coordinates at...

Page 1214: ...t measurements are needed for example from COGO Inverse with SURVY F5 Step Description Refer to chapter 1 Refer to 45 1 Accessing Survey to access SURVEY Survey Begin 2 In SURVEY Survey Begin select a...

Page 1215: ...must be known in the WGS 1984 They must be stored in the active job either by manual entry or by measuring 9 2 8 CONT F1 9 Is Initialise while Moving selected 45 6 3 Is Initialise while Static selecte...

Page 1216: ...continue with the next row The initialisation starts automatically 3 Continue with the row after step 4 4 YES F6 to start the initialisation The current ambiguity solution is discarded SURVEY Survey...

Page 1217: ...The initialisation starts automatically 3 Continue with step 7 4 YES F6 to start the initialisation The current ambiguity solution is discarded SURVEY Survey Job Name The position status icon changes...

Page 1218: ...vey General GPS1200 1218 6 When Auto STORE No in CONFIGURE Point Occupation Settings STORE F1 to store the point information 19 6 7 Continue with the surveying operation Step Description Refer to chap...

Page 1219: ...ambiguity solution is discarded 4 SURVEY Data Job Name 9 2 This screen is similar to MANAGE Data Job Name Highlight the known point for the initialisation 5 CONT F1 starts the initialisation SURVEY S...

Page 1220: ...ies are solved This is indicated by the position status icon 6 Any configurations for Auto STOP in CONFIGURE Point Occu pation Settings are ignored When the initialisation is gained the recording of p...

Page 1221: ...hen logging of auto points is active Up to two offset points related to one auto point can be logged The offset points can be both to the left or right and they can be coded independently of each othe...

Page 1222: ...ts Sub class GPS Fixed or GPS Code Only Source Survey Auto or Survey Auto Of Instrument source GPS Averaging of auto points An average is never calculated for auto points even if a manually occupied p...

Page 1223: ...Y Configuration Auto Points page The settings on this page activate the logging of auto points and define the method of logging CONT F1 To accept changes and return to the screen from where this scree...

Page 1224: ...n on the screen Distance The difference in distance from the last stored auto point which must be reached before the next auto point is logged The auto point is logged with the next available computed...

Page 1225: ...Survey Job Name Auto page In the beginning the chain to which the auto points should be assigned must be started with START F1 In the end the chain must be closed with STOP F1 Log Every Available unl...

Page 1226: ...are being logged stops the logging It must then be restarted File Pts Only Logs auto point to a measurement file Point logging at up to 20 Hz Coding and logging of offset points is not possible Points...

Page 1227: ...n the CQ of the auto point falls again below the defined value then the storing of auto points begins again Beep When Logging Instrument beeps when storing an auto point Not Logging Available for Moni...

Page 1228: ...gured DMASK F3 Refer to paragraph SURVEY Configure Auto Pts Display Mask CONT F1 To accept changes and return to the screen from where this screen was accessed CLEAR F4 To set all fields to XX Line Li...

Page 1229: ...ode Desc Output field for the description of codes Code Desc free Output field for the description of free codes Code Type Output field for the type of code for example point code line code or area co...

Page 1230: ...ity 1D Output field for the current height quality of computed position Quality 2D Output field for the current 2D quality of computed position Quality 3D Output field for the current 3D quality of co...

Page 1231: ...URVEY Configuration Auto Points page Access step by step Step Description 1 Refer to 45 1 Accessing Survey to access SURVEY Survey Begin 2 In SURVEY Survey Begin select a job 3 Select a configuration...

Page 1232: ...d For Start Logging Immediately in SURVEY Configuration Auto Points page logging of auto points starts immediately when the SURVEY screen is accessed and START F1 need not be pressed STOP F1 To end re...

Page 1233: ...uto Points SHIFT QUIT F6 To exit the Survey application program Point information logged until pressing SHIFT QUIT F6 is saved in the database Field Option Description Auto Pt ID User input Available...

Page 1234: ...s selected If an area code is selected then the behaviour is as for lines Choicelist Available for Thematc Codes With Codelist The setting for Show Codes in CONFIGURE Coding Linework determines if eit...

Page 1235: ...Msd Auto Pts Output Available after pressing START F1 The number of auto points logged since START F1 has been pressed 3D CQ Output The current 3D coordinate quality of the computed posi tion IF THEN...

Page 1236: ...hey were stored as the auto points to which they are related have the same coding functionality properties and averaging functionality as auto points Refer to 46 1 Overview Up to two offset points can...

Page 1237: ...the last auto point and the one before All other offset points are computed on a bearing The bearing is half of the angle between the last and the next measured auto point P0 First auto point P1 Seco...

Page 1238: ...P0 P4 Third auto point P5 First offset point for P1 P6 Second offset point for P1 P7 Fourth auto point P8 First offset point for P4 P9 Second offset point for P4 d1 Horizontal offset to the left d2 H...

Page 1239: ...tep Description 1 Refer to 45 1 Accessing Survey to access SURVEY Survey Job Name 2 PAGE F6 until the Auto page is active 3 OFST1 F4 or OFST2 F5 to access SURVEY Auto Points Offset CONT F1 To accept c...

Page 1240: ...the offset point is collected Height Offset User input The height offset between 100 m and 100 m from the related auto point Identifier User input The identifier with up to four characters is added i...

Page 1241: ...able for Thematc Codes With Codelist NAME F3 or VALUE F3 To highlight Attribute n or the field for the attribute value The name of Attribute n can be edited and an attribute value can be typed in Avai...

Page 1242: ...their definition Code User input The thematical code for the offset point Available for Thematc Codes Without Codelist Codes can be typed in but not selected from a codelist A check is performed to s...

Page 1243: ...left if the length of the auto point ID plus identifier prefix or suffix is greater than 16 characters Refer to 19 1 ID Templates for more information on point ID s a second offset point is to be con...

Page 1244: ...cally every 5 m while walking along the centre line The points to the right and to the left of the road are to be picked up automatically with those of the centre line The auto point ID s are CL0001 C...

Page 1245: ...in SURVEY Configuration Auto Points page Distance Unit Metres m in CONFIGURE Units Formats Units page An ID template for the auto points is configured Refer to 19 1 6 Working Example for information...

Page 1246: ...rn to SURVEY Survey Begin 6 CONT F1 to access SURVEY Survey Job Name 7 PAGE F6 until the Auto page is active 8 OFST1 F4 to configure the offset points for the right side of the road 9 SURVEY Auto Poin...

Page 1247: ...ge the offset or the height difference between the auto points on the centre line and the right side of the road OFST2 F5 to change the offset or the height difference between the auto points on the c...

Page 1248: ...t device Or for distances a tape may be used Refer to 22 7 Hidden Point for information on supported hidden point measurement devices Additional auxiliary points may be manually occupied Bearings may...

Page 1249: ...he azimuth must be entered manually or it must be measured with a hidden point measurements device Heights Heights are taken into account if configured Refer to 22 7 Hidden Point for information on co...

Page 1250: ...should always be considered to also mean Bearing Auxiliary points Auxiliary points are used to compute azimuths required for the calculation of hidden point coordinates Auxiliary points can be points...

Page 1251: ...figured to access the screen HIDDEN PT Hidden Point Measure ment Refer to 6 1 Hot Keys for information on hot keys OR Press USER Refer to 6 2 USER Key for information on the USER key HIDDEN PT Hidden...

Page 1252: ...hod Double Bearing Refer to 47 3 2 Double Bearing Method Double Distance Refer to 47 3 3 Double Distance Method Chainage Offset Refer to 47 3 4 Chainage Offset Method Back Brng Dist Refer to 47 3 5 Ba...

Page 1253: ...be determined An auxiliary point helps compute the bearing which might not be known The auxiliary point may be measured in the direction from the known point to the hidden point Diagram Measure a hidd...

Page 1254: ...oint The point ID of the current position This is the known point for the calculation of the hidden point Select a point stored in the job SURVY F5 when Point is highlighted To manually occupy the kno...

Page 1255: ...rom Point to the hidden point Type in a distance When a hidden point measurement device is attached to the receiver to measure the distance the value is auto matically transferred DIST F2 available fo...

Page 1256: ...Point Measurement Another hidden point can be meas ured 7 PAGE F6 changes to Code page 8 HIDDEN PT Hidden Point Result Code page 11 Code Point Code The thematical code All codes of the job can be sele...

Page 1257: ...he hidden point and to return to the screen from where HIDDEN PT Hidden Point Measurement was accessed 11 STORE F1 to store the hidden point and to return to the screen from where HIDDEN PT Hidden Poi...

Page 1258: ...the hidden point are to be determined Auxiliary points help compute the bearings which might not be known Auxiliary points may be measured in the direction from the known points to the hidden point D...

Page 1259: ...EN PT Hidden Point Measurement SHIFT CONF F2 to configure hidden point measurements 22 7 2 HIDDEN PT Hidden Point Measurement Method Double Bearing Point A The point ID of the current position This is...

Page 1260: ...en Point Device Offsets To change or enter an External Angle Offset 22 7 4 HIDDEN PT Hidden Point Measurement Point B The point ID of the current position This is the second known point for the calcul...

Page 1261: ...If yes continue with step 8 If no continue with the row below step 12 8 Type in a point ID SHIFT INDIV F5 for an individual point ID independent of the ID template SHIFT RUN F5 changes back to the nex...

Page 1262: ...Plot page 12 HIDDEN PT Hidden Point Result Plot page 33 6 Bearings are indicated by half solid and half dashed arrows SHIFT QUIT F6 to not store the hidden point and to return to the screen from wher...

Page 1263: ...distances from the known points to the hidden points are to be determined The location of the hidden point relative to the line between the two known points is to be defined Diagram Known P0 First kn...

Page 1264: ...idden Point Measurement SHIFT CONF F2 to configure hidden point measurements 22 7 2 HIDDEN PT Hidden Point Measurement Method Double Distance Point A The point ID of the current position This is the f...

Page 1265: ...angle or percentage grade The values are used to compute the horizontal distance 47 5 4 HIDDEN PT Hidden Point Measurement Point B The point ID of the current position This is the second known point f...

Page 1266: ...section with Check Offset paragraph Computed distances onHIDDEN PT Hidden Point Result Result page Check Offset The computed perpendicular distance from the hidden point to the line from Point A to Po...

Page 1267: ...r the thematical code The behaviour of the fields depend on their definition in the codelist Type in a code if required 12 PAGE F6 changes to the Plot page 13 HIDDEN PT Hidden Point Result Plot page 3...

Page 1268: ...PT Hidden Point Result Result page P0 First known point Point A P1 Hidden point P2 Second known point Point B d1 Distance from P0 to P1 d2 Distance from P2 to P1 d3 Check Chng A d4 Check Chng B d5 Che...

Page 1269: ...surements may be manually typed in The chainage from one known point along the line between the two known points must be determined The offset of the hidden point to the line between the two known poi...

Page 1270: ...IFT CONF F2 to configure hidden point measurements 23 1 7 2 HIDDEN PT Hidden Point Measurement Method Chainage Offset Point A The point ID of the current position This is the first known point for the...

Page 1271: ...s towards the second known point A negative chainage is into the opposite direction of the second known point Type in a distance and select its direction When a hidden point measurement device is atta...

Page 1272: ...int A to Point B Type in a distance and select its location When a hidden point meas urement device is attached to the receiver to measure the distance the value is automatically transferred The proce...

Page 1273: ...istances onHIDDEN PT Hidden Point Result Result page Check the computed distances 10 Are the computed distances correct If yes continue with step 11 If no continue with the row below step 15 11 Type i...

Page 1274: ...code if required 14 PAGE F6 changes to the Plot page 15 HIDDEN PT Hidden Point Result Plot page 33 6 Measured distances are indicated by solid arrows SHIFT QUIT F6 to not store the hidden point and to...

Page 1275: ...oint measurements may be manually typed in The distance and the bearing from the hidden point to the known point are to be determined An auxiliary point helps compute the bearing which might not be kn...

Page 1276: ...e a hidden point with Backwards Bearing Distance step by step All steps are identical with those for measuring a hidden point using Bearing Distance The measurements are taken from the hidden point to...

Page 1277: ...point and the sun The known point can be manually occupied The location of the hidden point can be away from the sun or in the direction towards the sun Ensure the shadow of the pole falls in the dir...

Page 1278: ...oint Measurement 2 HIDDEN PT Hidden Point Measurement Select Method Brng Distance Method Double Bearing or Method Back Brng Dist 3 Point Point A or Point B Select the known point 4 Highlight Azimuth 5...

Page 1279: ...be manually occupied during the hidden point measurements may be manually typed in The location of the auxiliary point can be in the direction towards the hidden point or away from the hidden point D...

Page 1280: ...ce Method Double Bearing or Method Back Brng Dist 3 AZMTH F4 when Azimuth is highlighted to access HIDDEN PT Choose Azimuth Point CONT F1 To accept changes and return to the screen from where this scr...

Page 1281: ...the screen from where HIDDEN PT Choose Azimuth Point was accessed Field Option Description Azimuth Pt Choicelist The auxiliary point for the calculation of the azimuth All points from MANAGE Data Job...

Page 1282: ...be typed in or measured with a hidden point measurement device Diagram Computing horizontal distances from slope distances step by step P0 Known point P1 Hidden point d1 Slope distance d2 Horizontal d...

Page 1283: ...grade from the known point to the hidden point is automatically computed from the slope distance and the elevation angle The value for Grade can be typed in instead of the value for Elev Angle Then E...

Page 1284: ...Survey Hidden Points GPS1200 1284 If available the value for Height is displayed in the HIDDEN PT Hidden Point Measurement Step Description...

Page 1285: ...oint a Height of P0 b Height of P2 a d1 d4 d3 d1 Device height Height of hidden point meas urement device above P0 d2 Slope distance d3 Target height Height of P1 above P2 d4 Height difference between...

Page 1286: ...in previous chapters related to the individual methods Height The positive or negative height difference between the centre of the hidden point measurement device and the target point Type in the valu...

Page 1287: ...NT F1 to close the screen and to return to HIDDEN PT Hidden Point Measurement Height in HIDDEN PT Hidden Point Measurement still displays the positive or negative height difference between the centre...

Page 1288: ...PT Hidden Point Meas urement the height of the hidden point is computed and stored For hidden point measurement methods using two known points this is done for each known point In this case the height...

Page 1289: ...could include surveys of railway lines roads small waterways driveways and paths The codes for the elements in the cross section to be surveyed are all stored and pre defined in a template The codes a...

Page 1290: ...directions Templates can be applied to the ZigZag method or the Same Direction method in either a forward direction or in a backward direction Survey Cross Section is possible for R Time Mode Rover an...

Page 1291: ...s section points The properties stored with cross section points are Class Either MEAS or NAV depending on the position status when the element was occupied Sub class GPS Fixed GPS Code Only GNSS Fixe...

Page 1292: ...ys for information on hot keys OR Press USER Refer to 6 2 USER Key for information on the USER key X SECTION Begin CONT F1 To accept changes and access the subsequent screen The chosen settings become...

Page 1293: ...ime Interface Codelist Choicelist No codes are stored in the selected Job All codelists from Main Menu Manage Codelists can be selected Output Codes have already been stored in the selected Job If cod...

Page 1294: ...ennas from Main Menu Manage Antennas can be selected IF the Survey Cross Section application program THEN is to be accessed CONT F1 accepts the changes and accesses Survey Cross Section application pr...

Page 1295: ...ess SHIFT CONF F2 in X SECTION Survey Job Name X SECTION Configuration General page CONT F1 To accept changes and return to the screen from where this screen was accessed DMASK F3 To edit the display...

Page 1296: ...lu ences in which order the elements of a template will be applied Refer to 48 1 Overview for a diagram Forward The cross sections will be surveyed in the same way as the elements are defined in the s...

Page 1297: ...No Activates an output field in X SECTION Survey Job Name The horizontal grid distance from the current position to the point last surveyed for the same cross section will be displayed Display Mask C...

Page 1298: ...able when a user defined display mask is used Step Description 1 Refer to 48 2 Accessing Survey Cross Section to access X SECTION Begin 2 In X SECTION Begin select a job 3 Select a configuration set w...

Page 1299: ...nt is stored automatically F1 changes to OCUPY START F4 and END F4 To open and close the selected cross section template While the template is open the elements of the cross section can be surveyed SU...

Page 1300: ...STOP F4 being displayed SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an individual point ID different to the defined ID template and the running point ID according to the ID template Ref...

Page 1301: ...is used until the application program is exited Template The active template for the cross section Choicelist The cross section template is closed Opening the choicelist accesses X SECTION Templates...

Page 1302: ...are strung to one line Dist to Last Output The horizontal grid distance from the current position to the last surveyed point is displayed for unavailable information IF THEN a cross section template i...

Page 1303: ...active Display Feature for information on the functionality and softkeys available An element of a cross section template can also be surveyed from the Map page Next step PAGE F6 changes to the first...

Page 1304: ...e defined such that the surveyed points of a cross section are stored with a point code stored with a free code During the process of surveying a cross section the code for the next element to be occu...

Page 1305: ...ighted cross section template and to return to the screen from where this screen was accessed NEW F2 To create a cross section template Refer to 48 5 2 Creating a New Cross Section Template EDIT F3 To...

Page 1306: ...d returns to the screen from where X SECTION Templates was accessed is to be created NEW F2 Refer to 48 5 2 Creating a New Cross Section Template is to be edited highlight the cross section template a...

Page 1307: ...SECTION New Template Elements page Step Description 1 Open the choicelist for Template in X SECTION Survey Job Name General page 2 X SECTION Templates Is a cross section template to be created from sc...

Page 1308: ...Refer to paragraph X SECTION Add Element EDIT F3 To edit the highlighted element Refer to para graph X SECTION Add Element DEL F4 To delete the highlighted element from the cross section template ADD...

Page 1309: ...signed to the element Code Type The type of the code assigned to the element IF THEN the creation of a template is finished STORE F1 an element is to be added ADD F2 or ADD F5 Refer to paragraph X SEC...

Page 1310: ...or to store the changes To return to the screen from where this screen was accessed NEXT F5 Available in X SECTION Add Element To add the element at the end of the cross section template To stay in th...

Page 1311: ...The type of code to be used with the element Free Code To store a code independent of the element as time related information Thematic Codes To store a code together with the element Rec Free Code Aft...

Page 1312: ...or stores the changes and returns to X SECTION New Template Elements page Attribute name Output The attribute and the attribute value which will be stored with the point line Available unless Show At...

Page 1313: ...dit cross section template step by step Step Description 1 In X SECTION Templates highlight the cross section template to be edited 2 EDIT F3 to access X SECTION Edit Template General page 3 X SECTION...

Page 1314: ...king the same cross sections at particular intervals Working technique Real time kinematic Goal The points of each cross section are to be picked up Codes are assigned automatically The codes are show...

Page 1315: ...lication program 48 2 3 X SECTION Begin 48 2 Codelist The codelist containing the point codes TB1 BB1 BB2 EB1 CL EB2 BB3 BB4 and TB2 must be displayed 10 3 Check the settings 4 CONF F2 5 X SECTION Con...

Page 1316: ...d stays in this screen to create the next element 14 Repeat steps 12 and 13 for the next seven elements 15 Repeat step 12 for the last element 16 CONT F1 to add the element to the cross section templa...

Page 1317: ...int occuaption 24 STOP F1 to stop the point occupation 25 STORE F1 to store the element 26 Repeat steps 23 to 25 for the remaining four elements 27 Go to the position for the next cross section Dist T...

Page 1318: ...ding existing surfaces from the active job Calculating the triangulation of the measured surface points to establish the surface Calculating volumes from a reference 3D point entered elevation or by a...

Page 1319: ...Heights and positions are always taken into account Points must have full coordinate triplets Properties of measured points The properties stored with measured points points are Class Either MEAS or...

Page 1320: ...ys for information on hot keys OR Press USER Refer to 6 2 USER Key for information on the USER key VOLUMES Volume Calculations Begin CONT F1 To accept changes and access the subsequent screen The chos...

Page 1321: ...No codes are stored in the selected Job All codelists from Main Menu Manage Codelists can be selected Output Codes have already been stored in the selected Job If codes had been copied from a System R...

Page 1322: ...end Volume Calculations Antenna Choicelist The antenna currently defined to be used in the selected configuration set All antennas from Main Menu Manage Antennas can be selected Field Option Descripti...

Page 1323: ...he surface 49 4 2 Compute Volume To compute the volume of a surface by a reference 3D point entered elevation or by the stockpile method 49 4 3 End Volume Calcula tions To end Volume Calculations and...

Page 1324: ...Volume Calculations CONT F1 In VOLUMES Volume Calculations Begin press CONF F2 to access VOLUMES Configuration OR Press SHIFT CONF F2 in Volume Calculations XX VOLUMES VOLUMES Configuration Logfile pa...

Page 1325: ...red in the DATA directory of the active memory device The data is always appended to the file Opening the choicelist accesses XX Logfiles where a name for a new logfile can be created and an existing...

Page 1326: ...Menu are marked grey if no surface exists in the active job Access Refer to 49 2 Accessing Volumes Calculations to access VOLUMES Surface Points VOLUMES Surface Points Survey page The pages shown are...

Page 1327: ...played in the first field on the screen After measuring and storing the nearest point the next point suggested is the one which was suggested before the key was pressed Available when OCUPY F1 is disp...

Page 1328: ...nnection SHIFT INIT F4 To select an initialisation method and to force a new initialisation Available for OCUPY F1 or STORE F1 being displayed and for configura tion sets allowing phase fixed solution...

Page 1329: ...f point ID s type over the point ID For an individual point ID independent of the ID template SHIFT INDIV F5 SHIFT RUN F5 changes back to the next ID from the configured ID template Refer to 19 1 ID T...

Page 1330: ...late Surface General page Description of fields CONT F1 To access VOLUMES Boundary Definition F1 changes to CALC PAGE F6 To change to another page on this screen SHIFT CONF F2 To access VOLUMES Config...

Page 1331: ...of the chosen surface Field Option Description CALC F1 To start calculating the triangulation and to access to the VOLUMES Triangulation Results ADD 1 F2 To add points from the active job to the surf...

Page 1332: ...ES Extra Menu SHIFT HOME F2 To move the focus to the top of the points list SHIFT END F3 To move the focus to the bottom of the points list SHIFT REM 1 F4 To remove the marked point from the surface S...

Page 1333: ...ints Method to remove all points that are indicated in the Boundary Definition points page Sort Points by Time Method to sort all points in the Boundary Definition points page by the time they were st...

Page 1334: ...iangulation results to a DXF file on the data or root directory of the CF Card PAGE F6 To change to another page on this screen SHIFT CONF F2 Accesses the VOLUMES Configuration Refer to 49 3 Configuri...

Page 1335: ...apView Interactive Display Feature for information on the functionality and softkeys available Next step DONE F1 returns to Volume Calculation Menu page Refer to VOLUMES Volume Calcu lations Menu Fiel...

Page 1336: ...ccessing Volumes Calculations to access VOLUMES Compute Volume VOLUMES Compute Volume Description of fields CALC F1 Computing the volume and access to the VOLUMES Volume Calculation Results page F1 ch...

Page 1337: ...points of the surface Surface to Elev volume between the triangulated surface and the height entered by the user Surface to Point volume between the triangulated surface and the height of a selected p...

Page 1338: ...ts Details page CONT F1 Computing the volume and access to the VOLUMES Volume Calculation Results page F1 changes to CONT PAGE F6 To change to another page on this screen SHIFT CONF F2 To access VOLUM...

Page 1339: ...ractive Display Feature for information on the functionality and softkeys available Next step CONT F1 returns to Volume Calculation Menu page Refer to VOLUMES Volume Calcu lations Menu Field Option De...

Page 1340: ...ch are totally independent of each other A CompactFlash card must be inserted when the receiver wakes up If no CompactFlash card is fitted or it is damaged not formatted or full then the session will...

Page 1341: ...ake Up Session EDIT F3 To edit a wake up session Refer to 50 3 Editing a Wake Up Session DEL F4 To delete a wake up session SHIFT DEL A F4 To delete all stored wake up sessions Column Description No T...

Page 1342: ...loses the screen and returns to the screen from where WAKE UP Wake Up Sessions was accessed a wake up session is to be created NEW F2 Refer to 50 2 Creating a New Wake Up Session a wake up session is...

Page 1343: ...menu works Job is an output field The options for Pt Input are Manual and Pt ID Template WAKE UP New Wake Up Session General page Step Description 1 Refer to 50 1 Overview to access WAKE UP Wake up Se...

Page 1344: ...ailable for Point ID From Job Allows points from the job to be selected for Point ID Manual Allows the point ID to be manually entered for Point ID Pt ID Template Allows points from an point ID templa...

Page 1345: ...sing TMPLT F3 Antenna Ht User input Height of the antenna to be used during the wake up session Changing the antenna height here does not update the default antenna height as defined in the active con...

Page 1346: ...ncide with another session Start Occupat User input Local time to start the point occupation two minutes after Start Time Duration User input Length of time the wake up session should last for The min...

Page 1347: ...ion 1 Refer to 50 1 Overview to access WAKE UP Wake Up Sessions 2 EDIT F3 to access WAKE UP Edit Wake Up Session 3 The editing of a wake up session is identical to creating a new wake up session Refer...

Page 1348: ...Menu Tree Menu tree MAIN MENU SURVEY PROGRAMS MANAGE JOBS DATA CODELISTS COORDINATE SYSTEMS CONFIGURATION SETS ANTENNAS CONVERT EXPORT DATA FROM JOB EXPORT ASCII EXPORT LandXML EXPORT DXF IMPORT DATA...

Page 1349: ...TTINGS QUALITY CONTROL SETTINGS LOGGING OF RAW OBS POINT OCCUPATION SETTINGS SEISMIC RECORDING RING BUFFER not for RX1250 with SmartAntenna INSTRUMENT SETTINGS ANTENNA ANTENNA HEIGHTS SATELLITE SETTIN...

Page 1350: ...not for RX1250 with SmartAntenna EXPORT JOB HIDDEN PT TILT not for RX1250 with SmartAntenna METEO not for RX1250 with SmartAntenna SMARTANTENNA for RX1250 with SmartAntenna INTERNET not for GRX1200 GR...

Page 1351: ...EMS GEOID FIELD FILES CSCS FIELD FILES FORMAT FILES JOBS if internal memory is fitted SYSTEM RAM CONTENTS MODEM GSM STATIONS IP HOSTS ANTENNA RECORDS PZ 90 TRANSFORMATION UPLOAD SYSTEM FILES APPLICATI...

Page 1352: ...Menu Tree GPS1200 1352 FIELD TO OFFICE...

Page 1353: ...h card Ring buffer files CompactFlash card CSCS field files usually on System RAM can also be used from CompactFlash card Geoid field files usually on System RAM can also be used from CompactFlash car...

Page 1354: ...Memory Types GPS1200 1354 Language files Antenna files Font files Format files CSCS models CSCS field files Geoid models Geoid field files Almanac ID templates Sort and filter settings...

Page 1355: ...ted Backwards compatible with Leica GPS System 500 are geoid field files CSCS field files and GSI files Directory structure CODE Codelists various files CONFIG GPS configuration files xfg CONVERT Form...

Page 1356: ...rious files GNSS raw observation files System 1200 coordinate system file Trfset dat GPS Antenna file List ant GSM Modem station list Stations1200 fil GSI GSI files gsi ASCII files for export from job...

Page 1357: ...ndix D Pin Assignments and Sockets D 1 Receiver Description Some applications require knowledge of the pin assignments for the receiver ports In this chapter the pin assignments and sockets for the po...

Page 1358: ...nt input 2 on GX1200 with PPS Event option g Port ANT GNSS antenna in b Port E1 Event input 1 on GX1200 with PPS Event option h Battery compartment B not for GRX1200 GRX1200 GNSS c Battery compartment...

Page 1359: ...t or remote interface in out 8 pin LEMO e Port P3 Power out data in out or remote interface in out 8 pin LEMO k Port P2 Power out data in out or remote interface in out 8 pin LEMO f Port PWR Power in...

Page 1360: ...ernal oscillator in g Port ANT GNSS antenna in b Port E1 Event input h Port NET Ethernet LAN data in out or remote interface c Battery compartment with CompactFlash card compartment i Port PPS PPS out...

Page 1361: ...ut 8 pin LEMO f Port PWR Power in 5 pin LEMO l Port P1 Power out data in out or remote interface in out 8 pin LEMO Pin Name Description Direction 1 RTS RS232 ready to send Out 2 CTS RS232 clear to sen...

Page 1362: ...out 8 TRM_PWR Power out unregulated 5 28 V Pin Name Description Direction Pin Name Description Direction 1 PWR1 Power input 11 28 V In 2 ID1 Identification pin In 3 GND Signal ground 4 PWR2 Power inpu...

Page 1363: ...port P2 and port P3 LEMO 1 8 pin LEMO HMA 1B 308 CLNP Port RX LEMO 1 8 pin LEMO HM Code New 1B 308 CLNP Port PWR LEMO 1 5 pin LEMO HMG 1B 305 CLNP Port E1 and port E2 LEMO HGP 00 250 CTL Port PPS LEMO...

Page 1364: ...f the pin assignments for the SmartAntenna ports In this chapter the pin assignments and sockets for the ports of the SmartAntenna are explained Ports at the Smart Antenna a Clip on contacts for conne...

Page 1365: ...rection 1 USB_D USB data line In or out 2 USB_D USB data line In or out 3 GND Signal ground 4 RxD RS232 receive data In 5 TxD RS232 transmit data Out 6 ID Identification pin In or out 7 PWR Power inpu...

Page 1366: ...s require knowledge of the pin assignments for the RX1250 ports In this chapter the pin assignments and sockets for the ports of the RX1250 are explained Ports at the RX1250 a 8 pin LEMO 1 to connect...

Page 1367: ...ection 1 USB_D USB data line In or out 2 USB_D USB data line In or out 3 GND Signal ground 4 RxD RS232 receive data In 5 TxD RS232 transmit data Out 6 ID Identification pin In or out 7 PWR Power input...

Page 1368: ...ted Cables connecting instruments devices or accessories The table shows in alphabetical order which instruments devices or accessories can be connected using cables Refer to paragraph Cables and prod...

Page 1369: ...GEV172 GEV71 TPS1200 GEV52 GEV71 Device for Event Input GPS1200 GEV42 GRX1200 GRX1200 GNSS GEV42 Device for PPS GRX1200 GRX1200 GNSS GEV150 Ethernet communication device GRX1200 GRX1200 GNSS GEV168 GE...

Page 1370: ...X1200 GNSS GEV169 Power supply for GPS receiver GPS1200 GEV172 12 V DC GRX1200 GRX1200 GNSS GEV172 Radio housing Radio antenna on radio antenna arm GEV141 RS232 9 pin on PC GFU14 GEV171 GPS1200 GEV160...

Page 1371: ...GEV173 GEV215 TPS1200 GEV217 Satelline radio GPS1200 GEV125 GRX1200 GRX1200 GNSS GEV125 Satelline Epic Pro radio GPS1200 GEV221 System 500 GFU GPS1200 GEV167 GRX1200 GRX1200 GNSS GEV167 TCPS27 TPS1200...

Page 1372: ...It allows a connection to a 12 V DC power supply for example a car battery Cables used to connect to a GEB171 battery can be connected to adapter cable number 7 GEV97 Cable 1 8 m GX power cable GEV102...

Page 1373: ...able 5 0 m GX to Ethernet communication device GEV169 Cable 2 0 m GX to external oscillator GEV171 Y cable 1 8 m programming cable GFU14 to RS232 with power GEV172 Cable 2 8 m dual external power inpu...

Page 1374: ...5 Y cable SmartAntenna and RX1250 to GEB171 GEV217 Cable 1 8 m TPS1200 to RX1250 GEV221 Y cable 2 0 m Satelline 3AS Epic Pro radio to GPS1200 and 12 V car battery GK1 Lemo convertor to RS232 for PC co...

Page 1375: ...the configuration set wizard Refer to 14 Manage Configuration Sets Steer from a connected device Use a query message Refer to the interface control documents for GPS1200 for informa tion on this query...

Page 1376: ...format fields Numeric value fields Information fields Null fields Certain symbols are used as identifier for the field types These symbols are described in this section Header Symbol Field Description...

Page 1377: ...ning Flag Set llll ll Latitude Degreesminutes decimal 4724 538950 Two fixed digits of degrees two fixed digits of minutes and a variable number of digits for decimal fraction of minutes Leading zeros...

Page 1378: ...its of hours two fixed digits of minutes two fixed digits of seconds and a variable number of digits for decimal fraction of seconds Leading zeros are always included for hours minutes and seconds to...

Page 1379: ...bol Field Description Example x x Variable numbers Integer or floating numeric field 73 10 73 1 073 1 73 Optional leading and trailing zeros Decimal point and associated decimal fraction are optional...

Page 1380: ...by a comma Before the Checksum field there is never a comma When information for a field is not available the position in the data string is empty Symbol Field Description Example No symbol Informatio...

Page 1381: ...hhmmss ss UTC time of position llll ll Latitude WGS 1984 a Hemisphere North or South yyyyy yy Longitude WGS 1984 a East or West x Position quality indicator 0 Fix not available or invalid 1 No real ti...

Page 1382: ...will be exported If the local ellipsoidal height is not available either the WGS 1984 ellipsoidal height will be exported M Units of altitude as fixed text M x x Geoidal separation in metres This is t...

Page 1383: ...984 a Hemisphere North or South yyyyy yy Longitude WGS 1984 a East or West x Position quality indicator 0 Fix not available or invalid 1 No real time position navigation fix 2 Real time position ambig...

Page 1384: ...6 00 041006 4724 5248557 N 00937 1063064 E 3 12 1 7 EHT1171 742 M 6D User defined Talker ID GN GNGGK 113806 00 041006 4724 5248557 N 00937 1063064 E 3 13 1 4 EHT1171 746 M 66 M Units of altitude as fi...

Page 1385: ...fixed with PTNL GGK GGK sentence formatter hhmmss ss UTC time of position mmddyy UTC date llll ll Latitude WGS 1984 a Hemisphere North or South yyyyy yy Longitude WGS 1984 a East or West x Position q...

Page 1386: ...ed Talker ID GN PTNL GGK 113806 00 041006 4724 5248557 N 00937 1063064 E 3 13 1 2 EHT1171 74 6 M 43 x x Altitude of position marker as local ellipsoidal height If the local ellipsoidal height is not a...

Page 1387: ...lker ID hhmmss ss UTC time of position mmddyy UTC date llll ll Latitude WGS 1984 a Hemisphere North or South yyyyy yy Longitude WGS 1984 a East or West x Position quality indicator 0 Fix not available...

Page 1388: ...113805 50 041006 4724 5248541 N 00937 1063044 E 3 13 0 010 1171 281 M 2E x x Altitude of position marker above below mean sea level in metres If no ortho metric height is available the local ellipsoi...

Page 1389: ...on of fields Field Description GLL Header including talker ID llll ll Latitude WGS 1984 a Hemisphere North or South yyyyy yy Longitude WGS 1984 a East or West hhmmss ss UTC time of position A Status A...

Page 1390: ...field The Status field is set to A for the Mode indicators A and D The Status field is set to V for the Mode indicator N Examples Standard Talker ID GNGLL 4724 5248556 N 00937 1063059 E 113615 50 A D...

Page 1391: ...st c c Mode indicator N Satellite system not used in position fix or fix not valid A Autonomous navigation fix no real time fix D Differential real time position ambiguities not fixed R Real time kine...

Page 1392: ...0000 6C GPGNS 113616 00 08 69 GLGNS 113616 00 04 79 User defined Talker ID GN GNGNS 113806 00 4724 5248547 N 00937 1063032 E R 13 0 7 1171 283 703 398 0 76 0000 39 x x Geoidal separation in metres x...

Page 1393: ...ode M Manual forced to operate in 2D or 3D mode A Automatic allowed to automatically change between 2D and 3D x Mode 1 Fix not available 2 2D 3 3D xx Numbers of the satellites used in the solution Thi...

Page 1394: ...Examples Standard Talker ID GNGSA A 3 01 11 14 17 19 20 24 28 1 5 0 9 1 2 26 GNGSA A 3 65 66 67 81 1 5 0 9 1 2 29 User defined Talker ID GN GNGSA A 3 01 11 14 17 19 20 23 24 28 65 66 67 81 1 2 0 7 1 0...

Page 1395: ...maximum of four sets per message Field Description GSV Header including talker ID x Total number of messages 1 to 4 x Message number 1 to 4 xx Number of theoretically visible satellites according to t...

Page 1396: ...61 23 11 190 42 7E GPGSV 3 3 11 24 11 292 43 25 08 114 28 14 275 44 45 GLGSV 2 1 06 65 16 055 42 66 64 025 48 67 46 262 42 68 01 245 64 GLGSV 2 2 06 81 52 197 47 83 07 335 68 User defined Talker ID GN...

Page 1397: ...id Easting as fixed text M nnnnnn nnn Grid Northing in metres M Units of grid Northing as fixed text M x Position quality 0 Fix not available or invalid 1 No real time position navigation fix 2 Real t...

Page 1398: ...0 041006 764413 024 M 252946 774 M 3 12 1 7 1171 279 M 0F GPLLK 113616 00 041006 08 57 GLLLK 113616 00 041006 04 47 User defined Talker ID GN GNLLK 113806 00 041006 764413 021 M 252946 772 M 3 13 1 4...

Page 1399: ...as fixed text M nnnnnn nnn Grid Northing in metres M Units of grid Northing as fixed text M x Position quality 0 Fix not available or invalid 1 No real time position navigation fix 2 Real time positio...

Page 1400: ...041006 764413 024 M 252946 774 M 3 12 0 010 1171 279 M 12 GPLLQ 113616 00 041006 08 4D GLLLQ 113616 00 041006 04 5D User defined Talker ID GN GNLLQ 113806 00 041006 764413 021 M 252946 772 M 3 13 0 01...

Page 1401: ...Header including talker ID hhmmss ss UTC time of position fix A Status A Data valid V Navigation receiver warning llll ll Latitude WGS 1984 a Hemisphere North or South yyyyy yy Longitude WGS 1984 a Ea...

Page 1402: ...ID GNRMC 113616 00 A 4724 5248557 N 00937 1063064 E 0 01 11 43 100406 11 43 E D 1C User defined Talker ID GN GNRMC 113806 00 A 4724 5248547 N 00937 1063032 E 0 00 287 73 100406 287 73 E D 10 N Data n...

Page 1403: ...rse over ground in degrees true North 0 0 to 359 9 T Fixed text T for true North x x Course over ground in degrees magnetic North 0 0 to 359 9 M Fixed text M for magnetic North x x Speed over ground i...

Page 1404: ...he Magnetic declination is set in the receiver in CONFIGURE Units Formats Angle page Examples Standard Talker ID GNVTG 11 4285 T 11 4285 M 0 007 N 0 013 K D 3D User defined Talker ID GN GNVTG 287 7273...

Page 1405: ...herefore reduced to a minimum Examples Standard Talker ID GPZDA 091039 00 01 10 2003 02 00 4B User defined Talker ID GN GNZDA 113806 00 10 04 2006 02 00 76 Field Description ZDA Header including talke...

Page 1406: ...nput for configuring the event input interface Access Select Main Menu Config Interfaces Event Input to activate the notify message Syntax in binary format In binary the notification message format is...

Page 1407: ...203 1 70 cccc Event count dddd Event pulse count This is the count of all pulses including those violating the specified time guard boundary conditions set in CONFIGURE Event Input This allows determi...

Page 1408: ...enu Config Survey Seismic Recording to activate the recording of seismic record formats Syntax GSEVMgg gpp phh hvv vaaa aaasseeeiiRECRSN Description of the fields Field Description Record Flag stored...

Page 1409: ...rs are right aligned text receiver type is left aligned hh h HDOP four digits including decimal point 0 0 to 99 9 vv v VDOP four digits including decimal point 0 0 to 99 9 aaa aaa Antenna height as su...

Page 1410: ...te is greater than 1 s Refer to 22 12 PPS Output for configuring the PPS output interface Access Select Main Menu Config Interfaces PPS Output to activate the notify message Syntax in binary format In...

Page 1411: ...PPS Output Notify Message Format GPS1200 1411 Example PLEIR HPT 134210000 1203 17...

Page 1412: ...are the most commonly used AT commands when config uring a digital cellular phone or modem Refer to the manual of the used digital cellular phone or modem for information on which AT commands to use G...

Page 1413: ...buffer 427 Adapter cable 1372 Adapter screw to stub 98 ADD 886 Add point to line 192 ADD1 886 ADJ class 160 ADJST 948 AirLink CDMA 579 Akasaka Tech 581 Almanac file directory 1355 Almanac sys 1355 Ang...

Page 1414: ...ograms General information 783 Maximum number open 786 Menu Access 133 Description 785 Upload 640 Application programs memory 1353 Formating 634 Arc Calculations COGO calculation method 871 Arc refere...

Page 1415: ...ion elements 1291 Hidden points 1250 Include exclude coordinate triplet 182 Limit exceeded 184 Offset points 1236 Staked points 1144 Averaging mode Define 179 Description 179 AVGE 181 AVGE class 161 A...

Page 1416: ...132 Radio channel requirements 606 Channel changing requirements 606 Circular level adjust 87 Class 160 Classic 3D transformation 933 Results 980 Classification of points hierarchy 160 Clear To Send...

Page 1417: ...ion 797 Configure 798 Distance input output 799 End 797 Intersections 794 Inverse 792 Line Calculations 794 Modify values 928 Shift Rotate Scale Manual 796 Shift Rotate Scale Match Pts 797 Traverse 79...

Page 1418: ...Coordinate triplet 160 Coordinate types display 174 Coordinates for real time reference 1195 Copy points between jobs 371 Country Specific Coordinate System models 285 CQ 167 Create Area 187 Code 227...

Page 1419: ...eparing for staking polylines 1104 Data export 344 Data export directory 348 Data format real time 481 Data management 154 Access 155 Database 1353 Date local 439 DB X 1353 Deactivate Code filter 210...

Page 1420: ...Line area 158 Logfile 803 Reference Line 1036 Reference Plane 1131 1325 Stakeout 1155 Matched points 898 965 Observation files automatically 407 Point 156 Point from line 192 Projection 306 Raw data o...

Page 1421: ...1228 Distance input output in COGO 799 Disto 585 Distribution Residuals COGO Shift Rotate Scale 801 Residuals throughout transformation area 949 DMASK Auto points 254 1223 General 388 Double Bearing...

Page 1422: ...00 End date line area 192 End time line area 192 Equipment setup 27 ESN number 602 EST class 162 Ethernet control 617 European Geostationary Navigation Overlay Service 495 Overlay System 510 Event inp...

Page 1423: ...0 Firmware file directory 1356 Firmware current version 712 Firmware version 712 FIX 948 FKP Fl chenkorrekturparameter 500 Flashing LED on receiver 109 Format Event input notify message 1406 Export 34...

Page 1424: ...raw observation file directory 1356 GPRS 586 GPRS device Requirements for using 586 Supported 587 User defined 587 GPS Aided Geo Augmentation Navigation 495 510 Graph showing satellites 681 Graphical...

Page 1425: ...interface 539 Hidden points 1248 Averaging 1250 Coding 1250 Measure 1253 Properties 1250 Hot keys Configure 448 Description 125 HTS 366 I ID 154 ID templates 373 Identification number 441 Bluetooth 5...

Page 1426: ...Interference 606 Internet Control 617 Interface 555 Status 721 Internet device Requirements for using 586 Supported 587 User defined 587 Internet protocol 444 Intersections COGO calculation method 835...

Page 1427: ...tion 109 Leica Data format 481 Disto 585 Laser Locator 585 Vector 585 Leica 4G Data format 481 Leica SmartWorx software on RX1250 Access 112 Activate 112 Exit 113 129 Minimise 113 129 Length 191 Level...

Page 1428: ...153 New line 188 Lines sorting and filter 200 Linework 227 267 LIST 446 List reference stations 621 LLK 1397 LLQ 1399 LN 659 Loadable application program 783 Local Date 440 Time 440 LOG 197 659 Log of...

Page 1429: ...uxiliary Correction 500 MATCH 898 965 Match Point parameters 949 Points 898 965 Matching points Choose 974 Edit 976 MAX 500 Maximum number of open application programs 786 Mean page 179 Access 181 Mea...

Page 1430: ...ion method 1212 MRP 93 MSAS 510 MSAS real time data format 495 MTSAT Satellite based Augmentation System 495 510 MultiTech MTMMC C CAN 576 MultiTech MTMMC C US 576 N National Marine Electronics Associ...

Page 1431: ...ference line 1053 Reference plane 1124 Stakeout height 1153 Type in COGO intersection 837 COGO traverse 829 Offset point Computation 1236 Configure 1239 Description 1221 ID 1243 Examples 1243 ON butto...

Page 1432: ...from line 192 Edit 174 Hidden 1248 Measured Reference line 1021 Reference plane 1121 Occupation settings 408 Orientate to Reference Line 1029 Orientate to Stakeout 1149 Staked Stakeout 1144 Point code...

Page 1433: ...308 Create 310 Delete 306 Double Stereographic 308 Edit 311 Lambert 1 Parallel 307 Lambert 2 Parallel 307 Mercator 307 Oblique Mercator 307 Polar Stereographic 308 Recall deleted default 306 RSO 308...

Page 1434: ...1185 Status 684 Recall Annotations 1207 ASCII import settings 366 Default Attribute values 172 Auto points display mask settings 1228 Display mask settings 389 Instrument ID 441 Deleted default Antenn...

Page 1435: ...Residual Distribution COGO Shift Rotate Scale 801 Distribution throughout transformation area 949 Results hidden point measurements Bearing and distance 1255 Chainage and offset 1272 Double bearing 12...

Page 1436: ...oning Service 583 Satellite status 677 Satellites Health 435 Number used in solution 685 686 Settings 434 SBAS Description 509 Key 509 Scale Set for transformation 951 Transformation results 978 Scale...

Page 1437: ...S25 S35i 576 TC35 576 Siemens M75 577 Siemens S55 576 Siemens S65 576 Siemens S65v 576 Signal to noise ratio 679 Single Point Position 742 Skip point in Stakeout 1176 Skyplot 681 Sleep mode on RX1250...

Page 1438: ...ding 1144 Properties Stakeout 1144 Stakeout Configure 1148 Difference limit exceeded 1176 DTM 1172 Elements of graphical display 1156 Orthogonal mode 1158 Polar mode 1168 Staking Polyline 1104 Standar...

Page 1439: ...SmartWorx software and Windows CE 112 Symbols for points in MapView 742 System file directory 1356 System information status 712 System language Select 460 Upload 642 System languages upload 642 Syste...

Page 1440: ...60 Tripod setup 100 Turn RX1250 off 129 Two real time devices 577 Twostep transformation 939 Results 978 Type in new attribute 228 U U S Robotics 56K 579 Units 452 Universal Transverse Mercator projec...

Page 1441: ...Edit 1347 Overview 1340 Wavecom M1200 Series 576 WGS 1984 283 Wide Area Augmentation System 495 510 Wildcard 203 Windows CE desktop access 113 Windows CE activate 112 Windows key symbol 112 113 Wizard...

Page 1442: ...Quality Management and Quality Systems ISO standard 9001 and Environmental Management Systems ISO standard 14001 Ask your local Leica Geosystems dealer for more information about our TQM program 7335...

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