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KTS-440 RC(LC) - kolida instrument

1. A 3 Set Back Sight Pt A Enter the chainage offset of the backsight Enter the Chain int pee chainage oe offset IREAD B Read data Pt 1 B Pt 2 To read in coordinate data from memory RE A D Po 3 press READ d 4 4 Stn 1 VEW RCH 4 A A Set Back Sight Pt The point coordinate is calculated on the basis of the entered chainage and offset NBS It the vertical curve data of the chainage is EBS existed in memory the elevation of the point ZBS will be displayed If the curve is not existed the elevation display with 0 B B The coordinate of the read point is displayed N E Z PT 1 Tet h TOR LAST Set H angle Sight 5 To accept the bearing angle press YES to YES reset the angle press NO HAR 332 23 45 K LIDA 1000 000 20 000 m OK 80 436 m 217 326 m 10 090 m ox 102 253 110 027 21 045 2 000m IP 1 116 6 Retum to set out road s menu 19 2 3 Setting Out K LIDA Set out roads 1 Stndata 2 angle 3 coord 4 Set Out 5 EDM After Setting station point and backsight point it is possible to perform Setting Out measurement gt PROCEDURE Operating Procedure Operation Display Set out roads 1 Stn data Select 4 Set Out in the Set Out Roads Select 4 2 Set Hangle Screen 3 Set Back Sight Pt Set Out
2. S O Np 1223 455 Ep 2445 670 3 Select 2 S O then press E N input Zp 1209 747 following data 1 Distance from the instrument Select 2 Tgt h 1 620 m ae enost be 5 0 Dist 23 450m Station to the position to be set out Hang 45 1208 2 Included angle between the reference direction REC READ and the position to be set out ENT S O Dist 23 450 m After each entry press IE N H ang 45 12 05 IREC 4 Press OKI the setting out observation hs SO H 23 450m screen is displayed H 21 502 S O S the distance to the point to be set out OK ZA 89 45 23 HAR 150 16 54 dHA the horizontal angle to the point to be set dHA 0 00 06 out REC SHV to stop entry press 5 Press K A The angle to the point to be set e 1593428 6 324 out is displayed on the first line An arrow i pointing to the left or right displays which S 6 324m oe ZA 89 45 23 direction the target should be moved HAR 150 16 54 IREC SHV 6 Rotate the top of the instrument until the angle in the first line is 0 When the angle is within a range of 30 both arrows are gt 0 00 00 i3 S 6 324 m displayed ZA 89 45 23 Meaning of the arrows HAR 150 16 54 REC SHV IHD lt Move the target to the left looking from the instrument station Move the target to the left looking from the instrument station Restore the setting out observation scre
3. 6 Repeat steps 4 to 5 in the same way from the second point When the minimum quantity of Resection Pt 3 observation data required for the calculation is CALC S Boa present k ALC is displayed ae p 8 ace Press YES to automatically start calculations or YES Tet H 1560 after observations of all known points are gt ees completed Or INO CAL we YES Re measure the point NO Measure next point YES Calculate occupied station CALC NO 56 343 7 Calculate the station point coordinate when it A o is finished the result is displayed dHD 00 15 tom When di dZ 0012 mm When distance resection is performed upper ROBS ADD REC OK screen is displayed dHD The horizontal distance between 2 known points measured value calculated value dZ the coordinate of new point Z which is calculated from the known point A the coordinate of new point Z which is calculated NO 56 343 from the known point B FO 21 890 ZO 0 000 or N 0015 mm When angle resection is performed nether E 0012 mm screen is displayed IROB ADD IRE K N E are the difference between the OBS c u coordinate which calculated from point 1 2 3 and the coordinate which calculated from point 1 2 4 ZO coordinate is 0 Take the third point Set bearing angle 8 Press OKI to adopt measuring result the result HAR 98 40 12 is recorded as station coordinate It restores the OK Bearing Angle Setting
4. REC Dist S m 5 ZA 45 18 23 is Check the data and press SAVE The data is recorded and the HAR 87 23 09 number of registrations possible declines by 1 Because the same SAVE Pt 2001 data can not be recorded a second time REC is not displayed after OBS OFFS AUTO recording REC Dist Dist PC 30 6 PPM 0 Press OBS to measure the distance again in Record Mode OBS Fine S STOP 1 Smdata A JOBO1 2 back sight data 3 angle data 7 Press Esq to restore the Record Mode Screen Esq 4 dist data 5 Coord data 6 dist coord data Perform distance measurement to record automatically by pressing a single key AUTO When this key is used it is unnecessary to perform distance measurement in MEAS Mode Press AUTO on the Record Mode Screen to perform distance measurement and automatically record the results When this is done the point number automatically increases from that displayed when the KTS entered Record Mode and the code that was displayed is used unchanged After measurement has been completed the results are display for 2 seconds and the screen displayed before AUTO was pressed is restored Offset measurement in Record Mode OFFSET It is possible to advance through Offset Dist and Offset Angle by pressing OFFSET See 12 Offset Measurement for the procedure 21 5 Recording Coordinat
5. 25 SPECIFICATION KTS KTS KTS KTS KTS TYPE 440RLC 440RC 440R 442LC 442L Red visible laser Laser External Memory Storage SDcard SD card SD card Plummet Laser Plummet Optical Plummet EDM type Coxial Minimum display Imm Laser facula Non reflector About 7x14 mm 20m only on KTS 442 5 R With reflector About 10x20 mm 50m Weather correction Manually input Auto correction Atmosphere reflection and earth Manually input Auto correction curve correction Prism constant correction Manually input Auto correction Distance unit meter us feet intemational feet feet inch Digit display Max 99999999 999m Min 1 mm Average measuring times The average value of 2 9 times Accuracy Below is only for KTS 442 5 RC R With reflector Distance measurement Standard difference of accu Measuring time 177 K LIDA Prism fine 2mm 2ppmD lt 1 8s Prism tracking 4 5mm 2ppmD lt 0 8s IR sheet 5mm 2ppmD lt 1 2s Non reflector Distance measurement Standard difference of accu Measuring time Non prism fine 4 5mm 2ppmD lt 1 2s Non prism tracking 10mm 2ppmD lt 0 8s Below is only for KTS 442 5 LC L Distance measurement Standard difference of accu Measuring time Prism fine 4 2mm 2ppmD lt 1 8s Prism tracking 5mm 2ppmD lt 0 8s Only for KTS 442 5 Prism fine 2mm 2ppm D Measuring range B
6. 29 7 7 Setting Date and Time It is possible to set or revise the date and time displayed in the Status Screen K LIDA gt PROCEDURE Operating procedure Operation Display Config 1 Obs Condition 2 Instr const Q From Status Mode press CNFG to enter ICNFG 3 Date amp time nfi d 4 Comms setup CTIBOR 5 Unit 6 Key function 2 Select 3 Date amp time press ENT Press numeric key 3 is also ok use or V to select data and time options enter the date and time by using the numerical keys The year month day hour minute and second are all two digit numbers Eg sep 9 2009 20090901 2 30 17 p m 143020 3 Date amp time ENT 3 When entering is completed press OK retum to config screen OK 30 Date amp Time Date 2009 09 01 Time 143020 Config 1 Obs Condition 2 Instr const 3 Date amp time 4 Comms setup 5 Unit 6 Key function K LIDA 7 8 Explanations gt Automatic tilt compensation When the symbol is shown on the display the vertical angles is automatically compensated for small tilt errors using the tilt sensor Meas PC 30 L PPM 0 B ZA 92 36 25 HAR 120 30 10 Pil SD SHV Hse IEDM gt Elimination of parallax Parallax is the relative displacement of the
7. 21 2 2 Set backsight point by coordinate You can set backsight azimuth angle by inputting backsight coordinate the machine calculates azimuth angle by station point coordinate and backsight coordinate 149 K LIDA Operation Procedure Key Display Backsight data 1 In backsight setting menu choose 2 coord 2 Coord A ange 2 After inputting backsight point coordinate NBS Input EBS ZBS after each entry press ENT then backsight a sight point 1382450 point pressOK To use value in memory press Read Key ese EBS 3455 235 ZBS 1234 344 EN READ OKI 3 the machine calculates backsight azimuth by station point coordinate and backsight point coordinate screen shows as right HAR is the backsight azimuth Set Azimuth Sight BS Point HAR 40 00 00 1 Stndata A JOBO1 4 Sight at backsight point press YES finish 2 back sight data setting and retums to coordinate measurement menu YES 3 angle data screen 4 dist data 5 Coord data 6 dist coord data 21 3 Recording Angle Measurement Data It is possible to record angle measurement data only in a JOB after entering Record Mode Once the data has been recorded REC can not be displayed in order to prevent double recording It is convenient to use AUTO to perform automatic operation from
8. 5 Press Esq again to restore the Record Mode Screen K LIDA 158 K LIDA PART5 MEASUREMENT OPTIONS SELECTION This section explains the setting of keys functions of KTS 440 the setting of parameters etc 22 KEY FUNCTION ALLOCATION With the KTS 440 LXR it is possible to allocate the soft keys in MEAS Mode to meet measurement conditions The current soft key allocations are retained forever until they are revised again even when the power is cut off Two register locations are available in Internal memory card for users user setting 1 and user setting 2 User setting keys registered could be resumed at any time Tt is definite to operate the KTS 440 efficiently because unique soft key allocations can be preset to suit various applications and the ways that different operators handle the instrument Press CNFG in the Status Screen the setting mode screen is displayed Select 6 Key Function and press either ENT or numeric key 6 to enter the Key Setting Screen The following operations can be performed in the Key Allocation Mode 1 Obs condition Key allocation elo Registration of the allocation 3 Date amp time i 4 Comms setup Recalling the allocation 5 unit 6 Key funtctior 159 K LIDA Existing Key Allocations 2 Registration 1 Setting Set new al
9. Measure 2nd Point Nb2 1 886 Eb2 0 860 Zb2 0 119 Tgth 1 630m OBS The result of Observation N 1 907 E 0 723 Z 0 124 HAR 20 4522 INOJ YES Define Baseline 1 Bearing 306 32 36 Calculated HD 0 334 m Measured HD 0 334 m OK Pl Define baseline 2 Xscale 0 000000 Yscale 0 000000 Slope 3 910 OK SY 1 SY SX P2 Set out line 1 Stn data 2 back sight data 3 define baseline 4 point 5 line 88 17 2 Setting out Line Point K LIDA Setting out line point measurement can be used to find the required point coordinate by inputting the length and offset based on the baseline Before performing setting out line point the baseline must be defined Y direction X direction Baseline 1ST pt ee eeeeeeFeFeFeFeFeFsFFFssfs 2nd pt PONEIS AATA R Length Offset p Setout point Procedure key Display set out line 1 Select 4 point point 1 Stn data 2 back sight data 3 define baseline 4 point 5 line 2 Setthe following items f Set Out Line PT Length Distance along the baseline from the first point to the position at which a line extending from the required point Input length Length 3251m i3 intersects the baseline at right angles X direction Offset 1 458 m and offset Offset Distance from the required point to the position at which a line extending from the required point intersects the baseline at right angles Y direction
10. gt PROCEDURE Operating Procedure Operation Display Dist 1 Sight the offset point then press SD in the SD Dist PC 0 PPM 0 MEAS Mode Screen Fine S Meas PC PPM 2 When the measurement is completed or S 18 678 m during repeat measurement press STOP the ZA 89 50 5 4 slope distance from station point to offset point HAR 90 01 00 vertical angle horizontal angle are displayed SD SHV IHSET IEDM Offset 1 Offset Dist 2 Offset Angle 3 In Meas Mode display the screen in which OFFS 3 Offset 2D OFFS is registered Press OFFS to enter the 4 Stndata Offset Menu Screen is displayed S 10 865 m 4 Select 1 Offset Dist then press EN I the 7 ZA 87 58 38 B Offset Observation Screen is displayed L HAR 112 34 23 Select the following items Offset Dist Dist 2 450 m 1 Horizontal distance from the target point to the Direc gt offset point 5 2 Direction of the offset point ENT ox After each entry press EN I Offset Dist S 10 865 m ZA 87 58 38 HAR 112 34 23 5 Press OK to display the Offset Measurement OK result screen There will be different contents 4 COORD under different measurement mode or DIS Offset Dist N 2 345 E 1 234 Z 0 569 REC IDIS 66 6 Press REC to record the results Set the following items while referring to 21 4 Recording Distance Measure
11. K LIDA Coord 1 Observation 2 Stn data 5 Press Esq to end and restore the 3 Set H angle Coordinate Menu Screen IESC yx When recording coordinate data note that The maximum entry length for point number is 14 characters The maximum entry length for code is 16 characters yx To enter codes in advance see Explanation 20 3 Input Codes PART 3 ADVANCED MEASUREMENT This section explains resections setting out measurements offset measurements missing line measurements REM measurements area calculation road design and others which can be performed in MEAS Mode 11 SETTING OUT MEASUREMENT The setting out measurement is used to set out the required point The difference between the previously input data to the instrument the setting out data and the measured value can be displayed by measuring the horizontal angle distance or coordinates of the sighted point Display value Difference between measured value and setting out data For setting out measurement perform observation in face left PROCEDURE 1 Set occupied point 2 Set backsight direction angle 3 Input setting out data There are two methods Input distance and angle Input the coordinate of setting out point Np Ep Zp the distance and the angle between occupied point and setting out point will be automatically calculated 4 Perform Setting out measurement There is two method A From
12. Operating Procedure Operation Display Read data Pt 1 1 Press READ in the Instrument Station Stn 1 Setting Screen the Coordinate Data Point IREAD Stn 2 Crd 1 Number Display screen is displayed Stn or Crd Coordinate data saved in the job VIEW SRCH which has been selected 2 Press AorY to align the cursor with the required point number which was read in To use Read data the point number to search for coordinate data Pt press SRCH SRCH Pt Point number A view previous data V view next data OK lt tum back to previous page P goto next page N 1234 688 3 Press OK to read in the selected point and E 1748 234 display the coordinate data Z 5121 579 OK Pt 100 LAST View other data TOP LAST Pi TOR View other data Press the key to retum to previous menu Code KOLIDA TOP LAST P1 48 K LIDA NO 1234 688 EO 1748 234 oan ZO 5121 579 4 Press ENTER the coordinate Measurement ENTER T pat screen is displayed Ta i i po A READ REQ OK 5 Press loki display comes back to coordinate Coordinate measurement measurement screen OK 1 Observation i 2 Set station 3 set backsight 10 2 Azimuth Angle Setting After entering the coordinates of the instrument station point and backsight point the backsight azimuth angle can be calculated and set Based on the
13. 165 Transfer K LIDA COM Table 3 Screen Setting Parameters Option Factory setting Temperature C x F Air pressure Unit hPa mmHg inHg Angle DEG 360 degrees GON 400 gons MIL Distance M Ft gt PROCEDURE Operating Procedure Operation 1 In Measurement screen press ESC to show the status screen D QO 2 Press CNFG under the status screen the Setting Mode Screen is displayed 166 2004 01 01 KTS440 No S09996 Ver 2004 1 02 Job JOBO1 Display 10 00 48 IMEAS IMEM CNFG Config 1 wWRWN 1 Obs condition Instr const Date amp time Comms setup Unit 3 Select 1 Obs condition and press ENT to show Observation Condition Setting Screen It is possible to check and change the parameter settings When 1 or is displayed there are items above or below use Aor Y to scroll the screen It is possible to change the parameter setting of the current line by using dor key The following are the selected conditions Those marked by an are values set at the factory 1 Obs condition ENT Condition 1 C amp Rcm No V obs Zenith 0 Tiltern Yes H amp V Dist mode SD Power off off Condition 2
14. HZAL Roads 1 1 Define HZ AL 2 Edit HZ AL 3 Define VTAL 4 Edit VTAL 5 HZ AL IMPORT Start Point 3 Enter the start point information chainage N i CH 1000 000 B coordinate E coordinate and pressOKI Enter chainage N 1000 000 m It is also allows you to press READ to readin N E coordinate E 1050 000 m the coordinate which is stored in memory gt IREAD IOK OK 96 4 After entering start point information the Main Line input Screen is displayed K LIDA Define HZ AL Chain 1000 000 B AZ 0 00 00 1 STR ARG RNg Pi Main line input screen The main line input screen displays current chainage and the bearing angle the tangent line from the chainage and the function key For creating new line System provides four functions defining straight line circular curve transition curve point Select a function key enter the detailed information of the chainage the alignment elements will be created Press EN I key the new chainage and bearing angle will be calculated automatically and the main alignment screen will be restored Now other line style can be defined Press ESC to exit current screen To modify the element which entered in advance you should enter the Edit Alignment option the new elements can be added only in the end of the original alignment file Straig
15. Stake number 0 N 1100 000 E 1050 000 Press ENT and then press F4 PT Enter the following data N 1300 000 E 1750 000 R 100 000 Al 80 000 A2 80 000 Enter the following data in the above way N 1750 000 E 1400 000 R 200 000 Al 0 000 A2 0 000 N 2000 000 E 1800 000 R 0o00 Al 0 000 A2 0 000 The format of the data above transmitted to computer is as follows START 0 000 1050 000 1100 000 CRLF PT 1750 000 1300 000 100 000 80 000 80 000 CRLF 193 K LIDA PT 1400 000 1750 000 200 000 0 000 0 000 CRLF PT 1800 000 1800 000 2000 000 CRLF 1 2 CALCULATION OF ROAD ALIGNMENT ELEMENTS 1 Calculation of the length of transition curve _ An R Li 2 I 2A 7 4 022md gt 2 80 Ti T L Length of transitional curve Ai parameter of transitional curve R radius L A 80 64m R 100 180 deg 032 18 20 06 1 3 Calculation of coordinate of points on transitional curve 2 4 6 NeAae 0 242 ee 10 216 9360 3 5 7 T E A J2r T oy T E G 42 1320 7560 N 80 42 032 1 OA a 0 32 216 9360 64 1 10 0 01024 E 0 01048576 0 00107341824 216 9360 64 1 0 01024 0 00004855 0 0000001 1 64 0 98981 63 348 Similarly the value of E is 194 K LIDA E 80 42 0 32 cm 0 32 0 32 _ 0 32
16. MLM 3 Press YES the last target measured becomes the new starting position Refer to 13 1 1 VES Measuring the Distance Between Multiple M Targets perform missing line measurement of the next target point HAR 135 31 28 MLM MOVE sm OBS 14 REM MEASUREMENT An REM measurement is a function used to measure the height to a point where a target can not be directly installed for example a power cable bridge etc Target I Vertical angle To target Vertical angle To prism l Target i O20 height l Z i Ht 5 Prism height The height of the target is calculated using the following formula Ht hl h2 h2 Sin z1 x Ctg0z2 Scos0z1 When an REM measurement is performed the initial measurement is performed after 0 7 seconds and later measurements are performed at 0 5 second intervals no matter which distance measurement method is selected In advance allocate the function keys to display REM For the allocation method see 20 Key Function Allocation It is also possible to perform REM measurement when 5 REM is pressed under the Menu Mode 76 K LIDA gt PROCEDURE Operating Procedure Operation Display 1 Set the prism directly under or directly over the object and measure the target height with a tape measure im Press HT on the third page of MEAS Mode
17. 89 6 Press OK The coordinate value of the required point is calculated and displayed to enter the second page press F4 REC records the coordinate value as a known point data Refer to 21 Recording in Record Mode Press S O to perform setting out measurement of the required point Refer to 11 Setting Out Measurement R 90 Set out line PT Np Ep Zp S O IREC Set out line PT Dist Angle Tg h S O IREC K LIDA 26 307 30 142 1 432 IP1 40 212 m 310 51 36 1 650m 17 3 Setting out Line Line K LIDA Setting out line line measurement is used to measures the horizontal distance and vertical distance from the required point to the baseline The base line should be defined before seting out the straight line Measuring point Baseline Offline Length Offset Horizontal direction Profile view Ist pt a6 2nd pt Procedure Key Display 1 Select 5 Line in the Set Out Line Menu set out line 1 Stn data 2 back sight data 5 line 3 define baseline 4 point 5 line 2 Enter the offset value Offset How much to move the baseline Right t out line L side indicates positive value and left side i a a indicates negative value Enter length and offset When not setting offset value go to st
18. 42 1320 7560 64 0 10666667 0 00078019 0 0000025 0 6 777 The example is a symmetrical transitional curve NI N2 E1 E2 4 calculate vector height AR AR E R 1 cosr AR 6 777 100 1 cos 18 20 06 1 700 In the symmetrical transitional curve AR A R 5 calculate transitional point coordinate N N Rsin r 63 348 100sin18 20 06 31 891 In the symmetrical transitional curve N N gt 6 Calculation of Tangent Distance D R tant A R cosec LA A R cot LA N LA 111 55 47 1 cos ec 1 P cot sin tan D 100 tan 111 55 47 2 1 7 1 sin111 55 47 1 7 1 tan 111 55 47 31 891 148 06015 1 8326 0 6844 3 1 891 182 468 D D 7 Calculation of coordinate of point KA1 Na Nm Dy SQ Era Em Dy sin g Bearing from BP to IP1 gt 74 03 16 6 N ra 1300 1 82 468 cos 74 03 16 6 1249 872 m Ega 1750 182 468 sin 74 03 16 6 1574 553 m 8 Calculation of Arc Length L R LA 7 7 R 111 55 47 2 18 20 06 195 K LIDA 100 75 15 35 _ 180 131 353 m 9 Calculation of the coordinate KA2 Neo N m Dz CSa Em Em Ds Sita Bearing from IP1 to IP2 gt 322 0730 1 Nxa 1300 182 468 cos 322 07 30 1 1444 032 m Exo 1750 182 468 sin 322 07 30 1 1637 976 m O calculate coordinate of feature point BC EC of Arch length Arch Length CL R IA TA 95 52 11 So CL 2
19. 7 3 Display Illumination In dark places it is possible to illuminate the display so it is easy to see gt PROCEDURE Backlight Iumination ON OFF 1 Press k to tum the illumination on 2 Press 2 again to tum the illumination off 7 4 Setting the Instrument Options In setting Mode make sure that the concerned parameters are set in accordance with measurement conditions To confirm or change the parameters options see 19 1Changing Instrument Parameters Table 1 25 K LIDA Screen Setting Parameter Options Factory Setting None Atmospheric Correction K 0 14 K 0 2 Zenith 0 Vertical angle format Horizontal 0 Horizontal 0 90 Observation None Condition Tilt correction 1 axis 2 axis Slope distance Sdist Distance Mode Horizontal distance Sdist Height difference Vdist Auto Power Off Auto power offafter 30 min Switch ON OFF by key Coordinates format N E Z E N Z Minimum angle display 0 1 1 sy o 10 Minimum distance 0 1mm 1 mm Key Beep On Off Angle deep On Off Result of Coordinate mearsurement Equal in Face L R Unequal Table 2 Screen Setting Parameter Options Factory Setting 1200b s 2400 b s Baud rate 4800 b s 9600 b s 19200 b s 38400 b s 57600bs 115200 b s 8 Bits Comms Setup Data length 7 Bits None 2
20. 2 V0 Adjustment then Adjustment 3 Collimation press EN I key or press numeric key2 enter 4 horizontal axis collimation error adjustment function ENT 5 Instr Const 6 Contrast ADJ Face left VO adjustment lt Step 1 gt Front 4At positive position Face left sight at target sight at target ZA 0 21 49 press OK HAR 185 47 42 OK OK Face right VO Adjustment 7 dsi lt Step 2 gt Reverse 5 Rotate telescope At the reverse position face and sight at ZA 179 38 30 right sight at the same target precisely press OK target HAR 5 50 15 OK OK 1 VO Axis const 2 VO Adjustment 6 After adjustment it shows set on the screen 3 Collimation the display returns to Instrument constant menu 4 horizontal axis screen 5 Instr Const 6 Contrast ADJ 4 Repeat the inspection steps to measure the Index Difference i angle If the Index Difference can not meet the requirement you should check whether the three steps of the Adjustment are right the sight is right and etc Then set again according to the requirement 5 If Index Difference can not still meet the requirement after the repeated operation the instrument should be returned to factory for inspection and repair 172 NOTE The vertical angles shown in the Vertical Angle 0 Datum are only for reference 24 7 The adjustment of horizontal axis error correction K LIDA As the horizontal axis error only affec
21. 99mm Foot length Imm Reflector type KTS440R RC series Total Station can be set visible laser distance measurement and unvisible 63 K LIDA laser distance measurement The reflector includes prism non prism and reflector sheet You can set by yourself according to your need KTS440L LC series Total Station has the unvisible laser distance measurement function only and the prism should match with the prism constant 12 OFFSET MEASUREMENT Offset measurements are performed in order to find a point where a target can not be installed directly or to find the distance and angle to a point which can not be sighted It is possible to find the distance and angle to a point you wish to measure target point by installing the target at a location offset point a little distance from the target point and measuring the distance and angle from the surveying point to the offset point The target point can be found in the three ways explained below Diagram Method 1 Single distance offset measurement When the offset point is positioned to the left or right of the i target point make sure the angle formed by lines connecting Target point the offSet point to the target point and to the instrument station is approximately 90 a Prism Offset point When the offset point is positioned in front of or behind the target point install the offset point on a line linking the instrument station with the target
22. Roads 1 Define Roads 2 Set Out Roads 1 From the Roads menu select 2 Set Out Select 1 Roads Then select 1 Stn data Stn data Set out roads 1 Stn data 2 Angle 3 Coord 4 Set Out 5 EDM 2 The Stn data screen is displayed A Stn data 3 A Enter the CH Enter the chainage offset instrument height of hai Offs the station point re Inst H offset B instrument READ To read in coordinate data from memory height pressREAD B t view the last data a J view the next data READ P 3 lt view the last page Pt 4 view the next page 1000 000 20 000 m 1 560 m ox 113 K LIDA 4 A A NO 1000 000 The point coordinate is calculated on the basis E0 1000 000 ofthe entered chainage and offset Z0 0 000 m It the vertical curve data of the chainage is Pt 100 000 existed in memory the elevation of the point Inst H 1 560m will be displayed If the curve is not existed the SAVE READ OK elevation display with 0 B N 100 253 E 120 027 The coordinate of the read point is displayed PI 2 To check the coordinate data in memory press Tet H 2 000m To East Pl Set out roads 1 Stn data 5 Press OKI to finish the setting and retum to 2 Set H angle the Set Out Screen OKI 3 Set Back Sight Pt 4
23. 6 c cece cece cece eee ee eee eee eee eee e eee nae ea teen cee serrer 23 TA PROWL ONON socio ie ea ua ogre nates ean vd ie a yok EEE Wes begs T OE TA ee NENG Me REFS Ween 23 7 2 Vertical Angle Tilt Correction sissi cscri esseri tenini reon EN ee ene nnn KEER OPROER E ea EEE Eee aatEE ES 23 7 3 Display lumman esnearen sie boddaccdiinadadal poaded A O E A EE ies 25 7 4 Setting the Instrument Options n nen ese eee ennnen nesete rer nee nee nen EE ee ene nn EEE EEE EEE een Gna EEE eee atats 25 7 5 Setting Instrument Constat as ccs iw oecaceausceed dugaies fe gubeale dae da E E N EE EAE EA 28 7 6 Setting LCD Contrast 0 0 0 ccc cece cee ce ne cen ne nrc eee ened EE ee ene EEE EEE ne GEE Sn EE Ea eee en nsee rsseeet 29 747 Setting Date and Times ii3cacesencetery lactones dvatiw meals baw eardua de he aeleessgeanand Sheiaew ie eee nie eee 29 EO TEXDIANALONS o oioecened cpa E E und A R dee eee ee E eae ea eet R E aE 31 PART 2 BASIC MEASUREMENTS 00000000 cccccccccccceccssecceseeseescsaeeeeeesease cesses 32 8 ANGLE MEAS UR EMMI eisor r i E E EE AE EE EREET E ENEE 32 8 1 Measuring the Horizontal Angle Between Two Points Horizontal Angle 0 cceceeeeeeeee eee enees 32 8 1 1 Example Measuring the Horizontal Angle between Two Points ccccececeeeeceeeeeaneeeeneeaeaes 33 8 2 Setting the Horizontal Circle to a Required Value ccc ccc ccc cence eee e cece eee nceeeeeeea ee eenanaeaeeeenees 34 8 2 1 Use H
24. 99mm 99mm step length Imm F Reflector type KTS440R series Total Station can be set infrared laser distance measurement and unvisible infrared distance measurement The reflector includes prism non prism and reflector sheet You can set by yourself according to your need KTS440 series Total Station has the infrared distance measurement function only and the prism should match with the prism constant 9 2 Laser direction and laser plummet 1 Press SFT and press key to enter below screen Laser point Fl Laser point ON F2 Laser point OFF Laser Plummet Intensity 2 Fl turn on Laser direction F2 turn off Laser direction 2 Laser Plummet will automatically turn on after entering the interface Press A or W to adjust the brightness of laser plummet Brightness value0 the centering device shut down Brightness value4 _ the maximum value Laser plummet will turn off automatically after quite laser direction inferface Note This fuction is only available on the instruments which equipped with Laser plummet 41 9 3 Distance and Angle Measurement K LIDA KTS 440 R RC supports angle measurement and distance measurement at the same time For recording measurement data see 21 4 Recording Distance Measurement Data Check the following once more before measuring a distance 1 The KTS 440 is set up correctly over the surveying point The battery is full charged The horizontal and vertical c
25. Coord E N Z Ang Reso 5 Coord Search JOB JOBO1 4 Align the cursor with the final item after setting is complete and press EN I The Setting Mode Screen is displayed Config 1 1 Obs condition Instr const Date amp time Commas setup Unit wk wh 5 Select 4 Comms setup and press ENT to Baud rate 1200b s Data bits 8bits K LIDA show the Communication Conditions Parity Not set Setting Screen It is possible to check and ENT Stop bit 1 bit change the parameter settings Check sum off The following are the selected conditions X on X off No Those marked by an are values set at the factory Config 1 1 Obs condition 6 Align the cursor at the final item after setting 2 Instr const is completed and press ENT to return to the ENT 3 Date amp time Setting Mode Screen 4 Comms setup 5 Unit Unit Temp C 7 Select 5 Unit and press ENT It is possible Press mmHg to check and revise the parameter settings The ENT Angle DEG following are the selected conditions Dist m Config 1 1 Obs condition 8 Press ENT after setting is completed the 2 Instr const Setting Mode Screen is restored ENT 3 Date amp time 4 Comms setup 5 Unit 167 K LIDA PART 6 CHECKING AND ADJUSTMENT The instrument has been checked and adjusted strictly in the
26. prism height 51 K LIDA Coordinates of the center of the prism originated from the center point of the instrurment N E Z Center point of the instrument Tr 7 NO EO Z0 Instrument height _ 7 Prism height Occupied point NO E0 20 HD Ongin O 0 0 Measurement data can be recorded in the JOB which has been selected For the JOB selection method see 20 1JOB selection Check the following once more before measuring 1 The KTS 440 is set up correctly over the surveying point 2 The battery is fully charged 3 The horizontal circle and vertical circle indexing have been completed 4 The parameters are set in conformity with measurement conditions 5 The atmospheric correction factor and prism constant correction distance measurement methods are set 6 The center of the target is correctly sighted and the light intensity of the retumed signal is sufficiently high 7 The coordinate measurement preparations in 10 1 and 10 2 are completed gt PROCEDURE Operating Procedure Operation Display 1 Sight the target center point select 1 OBS from the coordinate measurement menu screen OBS then press ENT or press numeric key 1 ENT directly 52 K LIDA N 1534 688 E 1048 234 i3 Zo 1121 579 2 When measurement is completed the Si 1382 450 m HAR 12 34 34 coordinate v
27. 2 After inputting backsight point coordinate NBS Input EBS ZBS after each entry press ENT then backsight Back sight pomt pressOK To use value in memory press Readkey a ae i oe ZBS 1234 344 ENT READ os OK 3 the machine calculates backsight azimuth by station point coordinate and backsight point coordinate screen shows as right HAR is the backsight azimuth Set Azimuth Sight BS Point HAR 40 00 00 50 K LIDA Coordinate 4 Sight at backsight point press YES finish le Observation 2 Stn data setting and returns to coordinate measurement menu B Piksar sereen NOTE Read coordinate value from memory Observation station coordinate value Move the cursor to NOorE0orzZ0 and press READ Backsight station coordinate value Move the cursor to NBS or EBS or ZBS and press READ 10 3 Coordinate Measurement The coordinate values of the target can be found by measuring the distance and angle to the target based the settings of station data and azimuth angle The coordinate values of the target are calculated and displayed using the following formula Station point coordinates NO E0 Z0 Instrument height Prism height Height difference Z The coordinate difference from the instrument center to prism center n e z Unknown point coordinate N1 El Z1 N1I N0 n E1 E0 e Z1 Z0 instrument height z
28. 20 5 Trnitialization 0 cece cee ce cence ce eee eee ne nnn EE EEE EEE EEE ans eira SEDGE EE EEE EEE EE eaten EE 143 20 GAUL FINES sioria e a dadn E A E E ca baad OA E A ANE 145 20 7 Setting for Grid Factor 2 0 0 cece cece ecee cence eee ee eens AATA ee eeeaee tees eeaeeeneaeeeeeeeneneeeaeeeneas 145 21 DATA RECORDING IN RECORD MODE 0 00 cccccceececeeeeeeeeeee sees eseeeaeeeusnn ese 147 21 1 Recording Instrument Station Data 0 ce cece eee reeet rese sane erences eaetenee seen ee ea een eeeasneee eee 147 21 2 Recording backsight data sapoenika eee ee eens cence cease e ea a A a ees 149 21 2 1 Set backsight point by Angle 0 cece cece cee ee nee eee ee eae eee nee eeeneeeaeeee RASEDATE EER ia eases 149 21 2 2 Set backsight point by coordinate ce cceccec cence eee eeecee cence eee en eee ee eae een ea ease nae enaien ees 149 21 3 Recording Angle Measurement Data ccecceeeence sent ee ecee cence enea ences eeteneeeaeneaenenneeeeas 150 21 4 Recording Distance Measurement Data 0 cece eee cence ececeeeeeeeeneee tense eeeaer ease tenes tenes 152 21 5 Recording Coordinates Data 0 0 cecececee eee ee eee cence eee enetee ee eens ees eneeeaeneneeeeeaeeesaeene tees 153 21 6 Recording distance and coordinate data cece cee ennnen cence eee nner eee ee eee eee e nen e eee een angen eas 155 ALT Recording NORE resesi parri nnan en EAA AE EAEE ERE G
29. 2445 670 iB Zp 1209 747 Tet h 1 620m REC READ OK S O 2 SO dist 23 450 m SO H set 45 12 08 OK SO H 1 828 M H 1 828 M ZA g9 45 23 HAR 150 16 54 dHA 0 00 06 REC SHV k HD SO Ht m B S 80 123 m ZA g9 45 23 HAR 150 16 54 dHA 0 00 00 REG SHV REM SO Ht 0 002 m iB S 80 123 m ZA 89 45 23 HAR 150 16 54 dHA 0 00 06 STOP amp 1 00 00 f 0 002 H 80 123 m ZA 89 45 23 HAR 150 16 54 REC SHV REM 59 K LIDA 9 Rotate the telescope up and down until the aad 1 00 00 0 000 value which displays on the second line is 0 m l 80 123 m B As it nears 0 m both arrows are displayed ZA 89 45 23 i i HAR 150 16 54 the point to be set out is now the center of the REG SHV PE REM reticle of the telescope Set out 1 Observation 10 Press Esq to end measurement and retum D Seem to setting out measurement menu screen Esq 3 Stn data 4 Back sight data 5 EDM 11 3 Coordinates Setting Out Measurement This measurement is used to set out the point ofa certain coordinate away from the reference point After inputting the coordinates for the point to be set out the required horizontal angle and horizontal distance and store them in the memory By using the horizontal angle and distance setting out function the required coordinate location can be set out N Backsight station
30. A Instrument station Distance difference Present prism position NG Angle difference Point to be set out It is possible to perform coordinates setting out measurement by selecting 2 S O from Menu Mode It is possible to output the coordinate data previously entered and set it as the setting out coordinate 60 K LIDA To find the Z coordinate attach the prism to a pole etc with the same target height gt PROCEDURE Operating Procedure Operation Display Set out 1 Observation 1 Press S O from the second page of the D Samo MEAS mode the Setting out Measurement 3 Stn data 2 4 Back sight data menu screen is displayed 5 EDM 2 Select 3 Stn data then press EN or press NO 123 789 numeric key 3 directly 3 Stn T 109446 Z0 320 679 Enter instrument station data Refer to 10 1 dat Inst h 1 650 m Entering Instrument Station Data ENT Tgt h 2 100 m Enter the prism height measure the distance READ Req Ok from the center ofthe target to the bottom of the pole 3 After inputting station data press Ok to enter Set out 1 Observation setting out measurement menu Select 4 Back Select 2 Set out p a 4 Back 3 Stndata sight data and press or press numeric ENT sight data 4 Back sight data key 4 directly to ente
31. HAR 5 50 57 OK 170 K LIDA 1 VO Axis const i 2 VO Adjustment 6 After adjustment it shows set on the screen OAA the display returns to Instrument constant menu 4 horizontal axis screen 5 Instr Const 6 Contrast ADJ B Optical adjustment Only for professional service technician 1 Use the tangent screw to adjust the horizontal angle reading 2 Take off the cover of the reticle between the eyepiece and focusing screw Adjust the two adjusting screws by loosening one and tightening the other Move the reticle to aimat objectA exactly 3 Repeat inspection and adjustment until 2 C lt 2 0 4 Replace the cover of reticle 24 5 Vertical Index Difference Compensation Inspection 1 Mount and level the instrument and make the telescope parallel with the line connecting the center of the instrument to any one of the screws Lock the horizontal clamp screw 2 After turning on the power zero the vertical index Lock the vertical clamp screw and the instrument should display the vertical angle value 3 Rotate the vertical clamp screw slowly in either direction about 10mm in circumference and the error message b will appear The vertical axis has been increased to more than 3 at this time and exceed the designated compensation range Rotate the above screw to its original position and the instrument display screen will show the vertical angle again
32. If there is no demand for measuring the start point Ebl 1 128 and destination point of the baseline then ignore the MEAS Zbl 0 132 procedure 6 7 8 and go to procedure 9 Tgt h 1 630 OBS 6 Aim at the start point and press OBS it shows Measure 1 st Pt the measurement result OBS N 1 726m E 1 003m If the repetition measurement mode is turned on Z 0 137m press STOR to stop it and it shows the measured HAR 30 10 23 value INO 87 7 Press to confirm the result Press NO to re measure the start point El 8 Sight the end point press OBS the result will be displayed If the repetition measurement mode is turned on press STOP to terminate measurement and it shows the value OBS 9 Press YES to use the measurement results of the second point The distance between the two measured points the distance calculated from inputting the coordinates of two points and the scale factors are displayed 10 Press OK to define the baseline The Set out Line screen is displayed Press Sy l to set scale factor Y to 1 Press 1 to change the grade display mode 1 elevation horizontal distance K LIDA
33. In the page 2 of the imenu select 8 Area 7 Repetition 8 Area 9 Roads 0l 2 02 Every point use during calculation can be gotten 03 by measuring or reading from memory Sight 04 Point 1 05 For example READ Measuring point 1 Sight the first point on the line enclosing the area OBS and press to start measuring The result will be displayed N 40 028 m E 10 002 m i3 Z 0 076 m S 2 043 m HAR 20 45 22 3 Press OK to enter the value of point 1 in pt_O1 84 K LIDA 0l pt 01 02 4 Repeat steps from 2 to 3 until all points have 03 been measured Points on an enclosed area are o observed in a clockwise or anticlockwise direction Coordinates value also can be read cat from memory READ CACL MEAS For example read in coordinates value from READ memory as point 2 Pi i e ggi Crd 2 Press READ to display the point list in memory Crd 3 Pt Known values in memory 5 Crd Stn coordinates value which stored in VIEW REN designated JOB files NO 510 000 EO 206 000 ZO 123 000 5 In the known points list select the point VIEW number which corresponding for point 2 and Pt ST002 press VIEW to read the point in H 1 600 M ror LAST P1 6 Move the cursor to the third point if the 0l pt 01 coordinates is gotten by m
34. Mode Fine S 4 SAVE Ok Temp 20 C Press 1013 0 hPa PPM 0 PC 30 SAVE OPPM OK 1 Stndata A JOBO1 2 back sight data 3 angle data 4 dist data 5 Coord data 6 dist coord data Weather Press 4 P gt to select clear cloudy light rain rain snow Wind Press lt P to select calm gentle light strong very strong 148 K LIDA K LIDA Mode Press P to select Fine r Fine AVG n Fine s Tracking To set the atmospheric correction factor to 0 ppm OPPM 21 2 Recording backsight data It allows you to record backsight point data by 2 ways set backsight point by angle set backsight point by coordinate 21 2 1 Set backsight point by Angle It allows you to set backsight azimuth angle by inputting angle value directly gt Steps gt Operation procedures Key Display 1 Under coordinate measurement screen usd A Y Back Sight Data to select 2 Back sight data p _ etting or press 1 Angle 55 aah numeric key 2 displays as right choose 1 angle Input angle value 2 OK Input Azimuth and press key Set Azimuth 3 VES Sight BS point HAR 0 00 00 Sight at backsight point and press YES 1 Smndata A JOBO1 2 back sight data 3 angle data 4 dist data 5 Coord data 6 dist coord data 4 Finish azimuthz ettingand returns to previous menu
35. NAK Received s a a After 0 7 second 15H NAK 5 None Not sent gt received Sending commands and outputting data After computer sending input command 1 to instrument instrument sends a receiving state code ACK NAK communication control 189 K LIDA 1 06H ACK Data communicating succeeded please send the next command 2 15H NAK Data communicating failed please send the command again Input command format 1 Instrument parameters setting command B B 0 0 0 40 0 0 0 0 0 0 0 0 SUM CRLF The format is same as input command B 2 Station coordinate input command Da Da 123 456 123 456 999 999 SUM CRLF The format is same as input command Da 3 Distance and angle setting out data input command Db Db 123 456 359 5959 SUM CRLF The format is same as input command Db 4 Horizontal angle input command Dc De 359 5959 SUM CRLF a b a Data identification code b Horizontal angle value 5 Backsight coordinate input command Dd Dd 123 456 123 456 999 999 SUM CRLF The format is same as input command Dd 6 Instrument height target height temperature pressure input command De De 12 345 1 500 20 1015 SSUN CRLF a b c d e a Data identification code b Instrument height c Target height d Temperature value e Air pressure value 7 Coordinate setting out data input command Df Df 1234 567 _ 12 34 9 182LSUM CRLF
36. Operating Procedure Operation Display Dist Dist PC 0 PPM 0 1 Sight the target of the offset points and press SD Fine S SD in Meas mode Meas PC 30 2 When observation is completed or after the PPM measurement values are displayed during s 11678m L continuous measurement press STOR to restore ZA 59 39 54 the MEAS Mode Screen The slope distance HAR 90 01 00 vertical angle and horizontal angle from the station point to offset points are displayed SD SHV OFFS EDM Offset 1 Offset Dist 2 Offset Angle 3 In MEAS mode display the screen in which OFFS 3 Offset 2D OFFS is registered Press OFFSET the Offset 4 St data Menu Screen is displayed 68 K LIDA Offset Angle y 2nd obs ok S 22 200 m 4 Select 2 Offset Dist and press ENT the Offset Dist ZA 76 42 05 Target Point Observation Screen is displayed HAR 156 34 23 ENT OK OBJ Offset Angle S 22 200 m 2 ZA 76 42 05 5 Press OK to display the Offset Measurement HAR 156 34 23 Result screen OK 4 REC j DIS CRD r Offset Angle IDIST N 2 345 E 1 234 Z 0 569 REC CRD N 10 29m E 50 22m Z 10 4m Pt 10 Code KOLIDA SAVE R HT CODE 6 Press REC to record measurement result Red See 21 4 Recording Distance Measurement Input Tgt h Tgth 0 000m Offset 1 O
37. Set the horizontal angle to left angle HAL XO Change the start point in MLM measurement Xr Screen backlight on Xs Screen backlight off Xt Clear all the coordinate data in memory 191 K LIDA 14 Xs Switch off screen illumination 15 Xt Clear all coordinates data in memory APPENDIX B CALCULATE ROAD ALIGNMENT The road alignment stake out program can stake out the alignment elements including straight arc and transition curve NOTE 1 Road alignment data can be uploaded from computer or can be entered manually 2 Road alignment data is managed by chainage 1 1 ROAD ALIGNMENT ELEMENTS There are two ways to enter the alignment elements 1 Download from PC 2 Manually input on the KTS440 R L series total station How to enter the alignment data is explained below Alignment Element Parameter Straight Bearing Distance Transition Curve Radius Length of Transition Curve Arc Radius Length of Arc PT N E radius Al A2 Note When downloading from computer or selecting PT option you do not have to calculate the Parameter EF EC N IP2 EAZ BC KEZ E IPL EF KE1 192 KAL K LIDA Pt North East Radius Transition curve Al Transition curve A2 N E R BP 1100 000 1050 000 IP 1300 000 1750 000 100 000 80 000 80 000 IP2 1750 000 1400 000 200 000 0 000 0 000 EP 2000 000 1800 000 Example To enter the following data select DEF AL of ROADS in PROG menu
38. damage PROCEDURE Inserting the battery 1 Put the battery on the main body of instrument 2 Press the locking buttons on the top of battery to lock it PROCEDURE Removing the battery Meas PC 30 1 Press the clamps on the top of the battery L PPM 0 2 Take off battery is ZA 92 36 25 Battery Power Remaining Display HAR Serene Py SD SHV IHSET IEDM a 3 5 70 100 Full power a2 50 battery power can last for almost 1 hour al 10 50 itis better to finish measuring soon recharge it 00 O 10 battery can last only less than 10 minutes only Note Working time of the battery is determined by environment condition recharging time and etc 2 The remaining energy level of battery is related to current measuring mode Battery Recharging yx Battery should be recharged only with the charger NC 30 together with the instrument yx Remove on board battery from instrument and connect to battery charger When the indicator lamp on the battery charger is orange the recharging process has begun and will be completed in about 1 5 hours When 20 K LIDA charging is complete indicator lamp tum green remove the battery from the charger and disconnect the charger from its power source Battery Recharging Caution Xx The charger has built in circuitry for protection from overcharging However do not leave the charger plugged into the power outlet after recharging is completed y Be sure to
39. esscserssessursrs ee eee ene ee ease VACA NAESER NAKE ESEE Ea E 46 10 1 1 Reading in Registered Coordinate Data nne neuneeeee seere essre rereeereerrerrrreerensssesseseeseereeni 48 102 Azmah Anele Settignano E E E ai 49 10 2 1 Set backsight pomt by ADPle usiriacricessrreririnrnr uaiti nee ir a ee ecee ee eaee een ee TERNERA EENEN EAEE E ee aed 49 10 2 2 Set backsight point by coordinate 00 cece eee arteriit A EAEE a 50 10 3 Coordinate Measurement 2 0 ra nrinn aaa cence eee ANTEE R EAEAN ET EAER AEEA RANTAA RRNA 51 PART 3 ADVANCED MEASUREMENT o n 54 11 SETTING OUT MEASUREMENT 0000 cc cece ecceceeeceeeeeeeeeeeeeees sees eeeaeeeeseeeaeaeees 54 11 1 Distance Setting Out Measurement 0 cc cec cence e eee eeeaeeeeeae eee ee eee ee eae taeeeeaeeeieeaeeeneeea 55 11 2 REM Setting Out Measurement 0 ccc cece eee cence ertik nikaitoa EEN EEEREN era eneeea ened 58 11 3 Coordinates Setting Out Measurement 0 cc ce ceeecee eee sre eee ee sec eeeeeeeeeeeeeeaeeentieteeeeenereneas 60 11 4 Distance Measurement Parameters Setting 0 cceeceeeeeceeeec ee ease ee eaeeeneaeeenee ease ee eaeen ee eae ead 62 12 OFFSET MEASUREMENT vecchiaia a asin neucdeeidedanleniae 64 12 1 Single Distance Offset Measurement 0 0 ceceeecee irsini diviisis i kana Cint E EE E ENEEK 65 12 2 Angle Offset Measurement cc eee ee ceeecec cence eee eeeeeaereaneeeneeeteaeeeeeaeeeeeee
40. 150 16 54 REC SHV IHD S O 1 Observation 2 SOdata 3 Stndata 4 Seth angle 5 EDM To record the coordinate of measured point 57 Select setting out measurement mode Each time press SH V setting out measurement mode changes SD HDI gt IVD ICOORD REM SD slope distance setting out measurement HD Horizontal distance setting out measurement K LIDA VD height difference setting out measurement the height difference between the instrument height mark and the center point of prism COORD coordinate setting out measurement refer to 11 3 Coordinate Setting Out Measurement REM Remote setting out measurement refer to 11 2 REM setting out measurement 11 2 REM Setting Out Measurement To find a point where a target can not be directly installed perform REM setting out measurement gt PROCEDURE Operating Procedure Operation Display 1 Place a prism directly below or directly Dist above the point to be found then use a Dist PC 0 measuring tape to measure the prism height SD PPM 0 Fine S height from the surveying point to the center of prism Sight the prism press SD STOP in MEAS mode Meas PC 30 ae PPM 0 2 The measurement result is displayed Ifin iB repetition mode press STOP S 18 678 m L S the slope distance to prism ZA 89 59 54 HAR 90
41. ADD to input code 1 Key in code OK to record the code ADD 2 Code import IESC to finish inputing 3 receive code The max length is 16 characters OK 4 Clear list 20 3 1 Code import P PROCEDURE Operating Procedure Operation Display Mem Code P 1 Key in code 1 Select 3 Code in the Memory Mode 3 Code Code import Screen and press ENT or press numeric key 3 the Code menu screen is displayed Clear li D 3 receive code 4 st 140 3 Select 2 Code import and press E N or press numeric key 2 File import Job K LIDA 20 3 2 Receive code Receive the data from computer and save in specified working job gt PROCEDURE Operating Procedure Operation Display Mem Code 1 Keyincode 1 Select 3 Code in the Memory Mode 3 Code 2 Code import Screen and press ENT or press numeric t 3 receive code EN I 4 Clear list key 3 the Code menu screen is displayed Mem Code s 3 3 1 Key in code 2 Select 3 receive code and press receive 2 Code import EN I or press numeric key 1 code 3 receive code 4 Clear list ENT USB initializating 3 When the transfer is finished The screen Receive code Transfer USB return back to previous menu automatically Job A PCDDE LIB Receiving 20 3 3 All clea
42. After entering a point data press EN I to save it and go to enter next one Press ESC to exit without saving gt PROCEDURE Operating Procedure Operation Display Roads 1 1 Define HZ AL Select 3 Define 2 Edit HZAL 1 VT AL 3 Define VTAL Select 3 Define VT AL from Roads menu 4 Edit VT AL 5 HZALIMPORT 1 103 K LIDA 1000 000 43 50 000 m 0 000 m Define VTAL Enter chainage CH 2 Enter chainage elevation and curve length elevation and Elevation curve length Len CH 3 PressOKI to record the data Then enter next data OK Elevation Len 19 1 4 Edit Vertical Curve To modify the curve data the procedure is same with editing alignment data 1000 000 i3 50 000 m 0 000 m gt PROCEDURE Operating Procedure Operation Display Roads 1 1 Define HZ AL 2 Edit HZAL 1 Select 4 Edit VT AL from Roads menu 3 Define VT AL 4 Edit VTAL 5 HZALIMPORT l Edit VT AL CH 1000 000 3 Elevation 50 000 m 2 The first curve data in memory is displayed Len poop n PREV NEXT BRC Pil ENDI READ P Edit VTAL CH 1106 000 3 3 Press PREV or NEXT to find the required Elevation 200 000 m curve data Len 100 000 m PREV NEXT SRCH Pl 104 K LIDA Edit VT AL 4
43. Data communication Port RS 232C On board battery Power supply Rechargable Ni H battery Voltage DC 6V K LIDA Continuously work time 8 Hours Size and weight Size 160x150x330mm weight 5 8 kg 26 ERROR DISPLAYS Error message Error explanation Operation Calc Error Error data inputting can not be calculated Input correct data Memory is full There is no more room to enter data Download the data to computer and delete it in memory Not found The required data is not found Confirm that data is existed and search again Out of range The tilt error of instrument exceeds 3 precisely level the instrament Circular Error 3 known points on a dangerous circle Select the known point again Range Error The direction of known point error Check the known point again Error 01 08 Angle measurement system error If these error messages are continuously showed send the instrument to KOLIDA agents NOTE If error still persists after dealing with them contact KOLIDA or KOLIDA agents 180 K LIDA 27 ACCESSORIES Case lpe e Main body 1 set e On board battery 1 pe eCharger 1 pe ePlummet 1 pc e Correction pin 2 pes eFur brush l pe eScrewdriver 1 pe e Hexagon wrench 2 pes eCloth 1 pe edesiccant 1 bag eOperating manual 1 pe eExequatur 1 pe reflector sheet 20x20 30x30 40x40 60x60 different size one for each K LIDA APPENDIX A BIDIRECTIONAL COMM
44. Define 1 In Setting Mode Screen select 6 Key 6 Key 2 Registration Function press E N or press numeric key 6 Function 3 Recall the Key Setting Menu Screen is displayed a ENT Key func 2 Select 2 Registration and press EN or 2 1 User s 1 press numeric key 2 the Allocation Registration 2 User s 2 Registration Screen is displayed ENT Key func 3 Select either user 1 or user 2 asthe sot luser 1 or 2 Registered to 1 key array to be registered and press ENT User 2 Press any key ENTI 163 K LIDA Key Func 4 Press any key to restore the Allocation Press any key 1 Define Registration Screen and return to Key Setting 2 Registration Screen 3 Recall 22 2 Recalling an Allocation It is possible to recall the soft key arrays registered for User 1 and User 2 as necessary NOTE When an array is recalled the key array is changed to the key array which has been recalled clearing the previous key array gt PROCEDURE Operating Procedure Operation Display Key Func m 3 1 Define 1 In Setting Mode Screen select 6 Key 6 Key 2 Registration Function press IENT or press numeric key 6 Function 3 Recall the Key Setting Menu Screen is displayed ENT Key Func 1 User s 1 3 Recall 2 User s2 2 Select 3 Recall and press EN
45. Distance measurement parameters setting Atmospheric correction prism constant correction distance measurement mode 16 COORD Coordinates measurement 17 S O Setting out measurement 18 OFFSET Offset measurement 19 MENU To Menu Mode 20 RESEC Resection measurement 21 DOUT Output measurement results to external instrument 22 F M Switch between meters feet 23 AREA Area calculation 24 ROAD Road measurement 25 PROJ Point Projection 26 LINE Straght line setout The following are the soft key allocations when the KTS 440 was shipped from factory Page 1 SD SHV HSET EDM Page 2 Oset COORD S O REC Page 3 MLM RESEC MENU HT 22 1 1 Allocating functions It is possible to freely allocate up to 12 kinds of functions to the soft keys The allocated key array is saved until it is revised again even when the power is cut off 161 K LIDA It is possible to allocate the same keys on each page example 1 The same function can be allocated to more than one key on the same page example 2 And it is also possible to allocate a function to only one key example 3 Example 1 Pl DIST SHV H ANG EDM P2 DIST SHV H ANG EDM Example 2 P1 DIST SHV H ANG DIST gt PROCEDURE Operating Procedure Operation Display Key Func ed 66 17 L Define 1 In Setting Mode Screen select 6 Key 6 Key 2 Registration Function press ENT or press numeric key 6 Function 3 Recall th
46. Enter new data press ENT to record the CH 1100 000 43 modified data and go to enter next point Press Elevation 200 000 m ESC to exit without saving len 10 000 m PREV NEXT SRCH P1 It is possible to use SRCH function to edit vertical data Operating Procedure Operation Display Edit VT AL CH 1000 000 3 Elevation 50 000 m Len 0 000 1 Press SRCH key in the Edit VT AL screen yet j IPREV NEXT ISRCH P1 Search VTAL Chainage 1100 000 2 Enter the chainage of the required curve Enter the chainage 3 A Search alignment A aul If the entered chainage is not existed in memory Invalid chainage the first vertical curve data will be displayed B Edit VT AL CH 1100 000 3 B Elevation 50 000 m If the entered chainage is existed in memory Len 0 000 m its information will be displayed PREV Nex SRCH P1 Edit curve Chain 1100 000 3 4 Enter new data and press E N to record then Elevation 200 000 m go to enter next point Curve lengt 10 000 m To exit without saving press PREV NEXT SRCH P1 105 K LIDA 19 1 5 Import the Horizontal alignment This function requires SD card It is to transfer a horizontal alignment data from SD card to local disk or SD card This function can not be performed to tr
47. Eyepiece Telescope Grip ertical Clamp ical Tangent TPlate Level SD Port Display USB Port Tribrach Fixing 10 K LIDA 4 KEY FUNCTIONS The KTS 440R RC has a 28 keys keyboard The keyboard has a power switch key an illumination key 4 soft keys 10 operating keys and 12 alphanumeric keys soft key F1 F4 function mode switch key backspace key space key Power ON OFF Key Power ON Press Power OFF Press for 3 seconds Light Key Press LE key to turn ON or OFF backlight Soft Key The functions of soft keys are showed on the bottom of the display window of KTS440R RC select these functions by using F1 to F4 keys press FNC key to view other functions in another page For example the following shows the initial setting of the soft keys displayed in MEAS mode Page 1 K LIDA Name Function HD SD or VD Start distance measurement SHV Select distance measurement category change between SD HD VD HSET Set the horizontal angle to a required value EDM Distance measurement parameter setting Page2 Name Function OSET 0 Set of horizontal angle CRD Start coordinate measurement S O Start setting out measurement REC Record observed data Page3 Name Function MLM Start missing line measurement RESEC Start resection measurement MENU Display menu mode HT Set the height of instrument and the target O
48. IREC SHV CRD 119 K LIDA sighting the prism Move the prism to the station point direction t Move the prism away to the station positon Set Out 12 Press CRD move the prism up or down to gt 0 00 00 make the displayed height difference value to tl 0 000 be 0 m When the value is near to 0 m there tl 0 003 are 2 arrows displayed on the screen When all S 12 554 the values which display on the 2 3 4 ZA 96 15 29 lines are 0 the current position is the required HAR 295 00 02 position The meaning of the arrow EDM SHV CRD t Movetheprismup Move the prism down Alignment Setout Chainage 1000 000 3 Press ESC key to the Chainage and Offset Offset 2 150 Setting Screen set out the next point from Height diff 0 150 step 4 Tet h 2 000 m PI ILOFS IROFS caud CHG Note Any time press ESC key to the Chainage and Offset Setting Screen it is possible to input a new point and perform setting out To return to previous screen press ESC key on the Point Number Screen It allows to change Target Height by pressing the key FNC Explanation for the main set out screen Alignmet Setout Chain 1000 000 a3 Offset 0 000 Ht Diff 0 000 Tet h 0 000 m Pil LOF ROFS CHG CHG SLOPE
49. MO FEW CRU IAD hw Qa O sf pmp XTX A PELS aceite aan ARHR D arrama PA gars S Adetnisteater MA 5b Buun l B22 d en Lg mm 4 Ito IA e Gu ATSOF MORE FRAG eines a tina TFW FAT UMA 1 51 ae mona RE C Sg TERR 0 142 K LIDA 4 Double click local disk I or removable dick H then choose the file data that you want to edit right click it and select the copy command in the popup menu I wO we BEY ima IAO AB Qa O p Orm pe HE XO YW Hw f r KMAR m 204 60 IFO HAE SEMIEN 4 BMA SOUTH rar 1 BRI E mail BEBE SOUTH rer JF E mail FURS aia SOUTH SCD scp tH eR BRA 208073 ASA HAS 20 43 5 Enter removable disk H paste the file to removable disk by selecting the copied item in the popup menu Moveover the popup menu also supports the deleting and editing of file data By pessing ESC on the keyboard of KTS 440 RC disconnects the computer and returns to data communication menu E ey A SOWTH sco SCD it SOUTH SCD H 197 KB ACIE Bw C FME E Baws M PISIN WRH FAT32 20 5 Initialization This operation restores instrument parameters to factory default settings and clear all data Below settings will be restored by initialization Observation condition Atmosphere correction vertical angle format tilt correction measurement type auto power off coordinate unit minimim angl
50. Measuring to strongly reflecting targets such as to traffic lights in infrared 38 K LIDA mode should be avoided The measured distances may be wrong or inaccurate When the MEASURE key is triggered the EDM measures the object which is in the beam path at that moment If e g people cars animals swaying branches etc cross the laser beam while a measurement is being taken a fraction of the laser beam is reflected and may lead to incorrect distance values gt Avoid interrupting the measuring beam while taking reflectorless measurements or measurements using reflective foils EE Reflectorless EDM eEnsure that the laser beams cannot be reflected by any object nearby with high reflectivity eWhen a distance measurement is triggered the EDM measures to the object which is in the beam path at that moment In case of temporary obstruction e g a passing vehicle heavy rain snow frog etc the EDM may measure to the obstruction eWhen measuring longer distance any divergence of the red laser beam from the line of sight might lead to less accurate measurements This is because the laser beam might not be reflected from the point at which the crosshairs are pointing Therefore it is recommended to verify that the R laser is well collimated with the telescope line of sight Please refer to 24 11 REFLECTORLESS EDM eDo not collimate the same target with 2 total stations simultaneously Red Laser Distance Measurement Cooperated with Reflec
51. Screen INO YES Meas PC 30 PPM 0 S 1234 456m L ZA 34 45 09 9 Press YES to set bearing angle and return to HAR 12693123 measurement screen PI DIST SHV IHSET IEDM Abandon the results and stop measuring Esq Abandon the results and re measure RE OBS See 15 1 Re observing Abandon the results and add known points ADDI Adopt the results and record in JOB REC j Refer to 21 4 Recording Distance Measurement Data To set direction angle press OK otherwise press ESC 80 15 1 Re Observing K LIDA It is possible to perform re measuring from the first known point or only the last known point gt PROCEDURE Operating Procedure Operation Display Re OBS 1 Start point 2 Last point 1 Inthe Resection Result Screen press IROBS 2 Select 1 Last point or 2 Last point and Resection Pt 1 N 4456 343 Bb press EN The following procedures are same Select E 4321 890 with the procedures after the steps 4 in 15 Z 215 557 R Take the first point RESECTION MEASUREMENT IEN ANGLE DIS 15 2 Add Known Points gt PROCEDURE Operating Procedure Operation Display NO 56 343 EO 21 890 ZO 15 557 1 P
52. Set Out 5 EDM 19 2 2 Setting Backsight Point Program provides two methods for setting backsight point Entering it manually setting it by using coordinate 1 Setting backsight point by using angle gt PROCEDURE Operating Procedure Operation Display Set out roads Select 2 1 Stn data 2 Angle 1 ee 39 co 39 39 1 Select 2 Angle from the Set Out Roads angle a need menu 4 Set Out 5 EDM 114 Enter bearing 2 Enter the bearing angle and press OK angle 3 Press YES to record the data 3 PressOK the screen restore the Set Out OK Roads Screen 2 Setting backsight point by using coordinate K LIDA Set Azimuth HAR 0 0000 OK Set Azimuth Sight BS Point HAR 0 0000 INO YES Set out roads 1 Stn data Angle Coord Set Out EDM wp whe It allows you to set backsight point by reading from memory N E Z coordinate or entering manually by keyboard chainage and offset gt PROCEDURE Operating Procedure Operation Display 1 Select 3 Coord in the Set Out Roads Screen Select 3 Coord 2 The Set Back Sight Pt Screen is displayed Set out roads 1 Stndata angle coord Set Out EDM v BIN Set Back Sight Pt Chain 0 000 Offs 0 000 m READ ox 115
53. The format is same as input command Df 190 K LIDA 8 Coordinate data input commands Dg Dg 123 456 1234 123 12 345 12345678 SUM CRLF a b c d e a Data identification code b N coordinate c E coordinate d Z coordinate e Point number 9 Property code input command Dh Dh ABC DEF XYZ SUM CRLF a b a Data identification code b It is possible to enter 40 pieces of property codes which contains 14 characters length into instrument memory 1 3 Set Command After computer sending input command to instrument a receiving state code will be send from instrument to computer ACK NAK communication control l 2 06H ACK data communicating succeeded send next command 15H NAK data communicating failed resend command Note Please refer to sending commend and outputting data section Set command format Following commands end with CRLF ODH 0AH or CR ODH 30 20 SS Sy oe Se ee a Se e 2 Ee Xa Set distance measurement mode to be fine single measurement Xb Set distance measurement mode to be fine repeat measurement Xc Set distance measurement mode to be fine N times measurement Xe Set distance measurement mode to be tracking measurement Xh Set the horizontal angle to 0 Xd Set the last measured coordinate to occupied coordinate Xi Set coordinate bearing angle base on the coordinates of occupied point and backsight point Xk Set the horizontal angle to right angle HAR XL
54. USB Job A job Job 3 Choose the j E tart 3 Choose the job name and press tos Reccving input Mem JOB 2 1 Commss input 4 Finish the imputting and return to previous 2 Keyin Coord menu 134 20 1 11 Transfer coord data to job User can imput coordinate data into working job K LIDA Operating Procedure Operation Display Mem JOB 1 1 JOB selection 1 Select 1 JOB in the Memory Mode 1 JOB 2 Coord read JOB Screen and press ENT or press numeric key 1 3 JOB Export sat ENT 4 Coord import the JOB Management Screen is displayed 5 Comms Output Enter page 2 Mem JOB 2 6 Comms input 7 Key in Coord 2 Select 7 Key in Coord then press EN or 7 key in Select a job ress numeric key 7 coord s o Job OK Ox 6 Choose a Job name or Create a new job name or press LIST to choose from local disk or SD Select a job OK to Confirm 4 All the coordinates are listed now IADD Press ADD to enter the Coordinate Data input screen 5 Input the coordinates value N E Z point name and code N 0 000 m E 0 000 m Z 0 000 m Pt 001 Code KOLIDA 135 6 After finish the imput press REC to record the known point Press Esq to return to previous menu ADD to continue imputing
55. a i Einin lS 20 1 9 C imms OUI DU sarsar Er E EE eas bide de beh E EEA E EEE ea a ee 133 20 1 10 Conims p t is pesrien seneo aE ana E O EEE T EEA EA E a i 134 20 1 11 Transfer coord datat JOD srren nn e E EEEE EREA EAE Ean artia 135 20 2 Import Known Point Datas peses csn eroien ce cen eee ESET EERE 136 20 2 1 Input known Point Coordinate 0 ccc cece cence cee ene ee nee ne nen ee ene ne EE EEE Ee ene EaEE Eee ea 136 20 2 2 Known Coordinate Data Import 0 0 ccc ennnen cence cee cence ee eee e ence eee ene n eee ee nade tana eee ne tas 137 20 2 3 Known Coordinate Data Export 0 0 0 c cece eee ce cence enn ee ene ene e ee ene ee ee eee ee ee nana seen enee eee 137 20 2 4 Entering coordinate data from an computer ek eee cece cece een eee ee eee ee eee eae eeeee ee ene naeenes 138 20 2 5 Sending known point data to COMPpPUEEL 0 cece cece cence eee e ee ee nee ene n nea E eens e tend te nena 139 20 2 6 Clearing Coordinate Data from Memory cece cence cee eee e ne ee ene n cee ee eee esse naee nana ene teed 139 20 3 MPU COdES zneni tudor E E ued nee a RRE ates E EEE edocs 140 203 1Code iMP it ecra non ER EEE T E E E E AE AE aE 140 K LIDA 20 32 RECEIVE COM 3 os o a Svs vod EEEE A EEEE EEEE EEEE 141 20 3 3 All Cleat caca vs ccvsvarcsvanaundnestacdsess vevnsesaacevaus E E giswhs ee E 141 204 U dik Ode aerisire uh aed doawsaca das ne bes siehaca aueneoaibe se ducd sun a a shdnensemadedys 142
56. adjustment of horizontal axis error correction 0 ce cece ce ceeeene eee ee ease ee eaneeeneenenereneaenennes 173 24 8 Optical PMM 5 cis vs ones veins sob Secon EEAS E ATE ENTERA onde va ocecenteawicns EO E 174 24 9 Instrument Constant CK occc22cessades cottundeoneedcauhedaudeonmnanesed doves atteaeeten creed alee VOEE TE ES 174 24 10 Parallel Between Collimation line and Emitting Photoelectric Axis ccc cece eeeeceeee ease ene eens 175 EE 24 11 Reflectorless EDM 00 cccccccceseccccceccssessssceessescnsseueceecesscennsseesesccnseenieseseessenes 176 4 K LIDA 24 12 Tribrach Leveling Screw i0 3 lt cc nie vahodes seve EEEE A EE EEE EE AEE EE EEE E A EER 176 24 13 Related Parts for Reflector sri cesta icocne des sins toee iaee a rana a a EE E 176 Dc SPECTBICA DION 4 a E O 177 26 ERROR DISPLAYS 0000 0 cc cece ccc ecc a a a EEE Ea E EE S 180 DT ACCESSORIES 2 Ate sct esac fatten san alceahticnaneuegaesaake Gene tas nant aeons aan dens eaaenes saan 181 APPENDIX A BIDIRECTIONAL COMMUNICATION 182 A PCS CommmandS persineta ienai xii laws a eE 182 1 2 Entering Command 551422 saconatectacatensaveaaepnjatiousppandeaiienceuiases une NE Lens 189 1 3 Set Command ana ccc cccccece ccc cceeececeecucaseeeecueaeeeaseeanceseaucaseeseaueaneseceaneseneanens 191 APPENDIX B CALCULATE ROAD ALIGNMENT 192 1 1 ROAD ALIGNMENT ELEMENTS a an ccc ccecesceccnceecceecevcncuseeeeceuseeacaseteneeeevaeusens 192 1 2
57. allowed Procedure 1 Enter the Job Selection screen Press LIST to enter disk list Choose a disk for creating new job Press OK to enter job list Key List OK Display JOB selection Job JOB2 OK Disk A Disk B 127 2 Press P2 to enter the second page Press INEW to create new list 6 Select 2 New job to create new file OK Finish the creation for new job and return to previous menu The user can create new job in local disk and SD card 20 1 4 Change Job name Job name can be edited through the below operation Procedure 1 Enter the Job Selection screen LIST Enter disk list and choose a disk for creating new job OK Enter job list Key LST OK 2 Enter page 2 by pressing 128 JOB1 JOB JOB2 JOB New 1 New direct 2 Newjob New job Dir display JOB selection Job JOB2 LIST OK Disk A Disk B ATTR FORMAT k JOB1 JOB JOB2 JOB K LIDA 6 Press REN to enter the screen for changing job name OK Finish the operation and retum to previous menu 20 1 5 Delete Job This function is to clear the data in working job K LIDA If the data in JOB fi
58. be changed press key All jobs R will be displayed in 4 pages the numbers on List JOBO JOB02 right side show the record amount 4 Mem JOB Finish the imputting and return to previous menu 1 JOB selection Coord read JOB JOB Export Coord import comms output ENT Cy E E a 20 1 2 Check Memory Status and Format the Disk Below operations are to check memory size free space data format Operation key display 1 Enter job selection Screen JOB selection Job 2 Enter disk list Disk A local disk Disk B SD card does not support file name or directory name in Chinese When operating the data file in the SD card please do not put out the SD card otherwise the surveying data may be lost or be damaged 126 6 ATTR to check the disk space IESC to return to previous menu 4 FORMAT Enter the interface for formatting OK Start formatting the data will not be recovered forever ICE Cancel the operation for formatting Disk A Filer Type local disk File Sys FAT 12 Used spe 0 04 MB Format Disk B Format may del data Sure to format 20 1 3 Create new working job K LIDA To creat anew working job the Job name can be from A Z or 0 9 The first character can not be Space Using an exsited job name is not
59. factor target type prism constant correction value and distance measurement method gt PROCEDURE Operating Procedure Operation Display Stndata A JOBO1 2 back sight data 3 angle data 1 Press REC in the second page of MEAS REC 4 dist data Mode The Record Mode Screen is displayed 5 Coord data 6 dist coord data 147 2 Select 1 Stn data and press EN or press numeric key 4 the present instrument station data is displayed there are a total of 4 pages Enter the following data items Instrument station coordinates Point number Code Instrument height Operator Date and time Weather Wind Distance measurement method Temperature Air pressure Atmospheric correction factor Prism constant correction value 3 After entering all data press OKI to record the station data and restore the Record Mode Screen OK Movement of the cursor between items A WV Entry rules Read in coordinate READ Pt 14 numerals and letters Code 16 numerals and letters CODE Time pm3 33 37 Date Year 2010 month 8 day 7 Setting methods and content Read in code enter 153337 enter 20100807 NO 10 364 EO 234 897 ZO 49 098 Pt POINT2000 Inst h 1 65m READ OK Code t Name SAVE CODE OKI Date 2010 08 07 Time 10 14 52 Weat Fine Wind Calm
60. is to transfer a working job data from SD card to another job in local disk or in SD card It is not allowed to transfer between two jobs which are all exisited in Local disk K LIDA gt PROCEDURE Operating Procedure Operation Display Mem JOB 1 1 JOB selection 1 Select 1 JOB in the Memory Mode 1 JOB 2 Coord read JOB Screen and press ENT or press numeric key 1 us 3 JOB Export oa EN T 4 Coord import the JOB Management Screen is displayed 5 Comms Output 2 Select 4 Coord import then press ENT or press numeric key 4 A File Import Imput the filename ood Job import Or press LIS to enter Job list and choose job Then press ENT ENT 6 Select a job Create a new name for imported file Job JOB1 Or press to enter Job list and choose an existed job ILI Then press E N ex 4 se Coord Import The operation as right From B JOB TXT From A job Job Finishing 5 Finish the imputting and return to previous menu 132 Mem JOB 1 1 JOB selection Coord read JOB JOB Export Coord import Comms Output Baw a K LIDA 20 1 9 Comms output It allows to output working jobs from instrument to computer gt PROCEDURE Operating Procedure Operation Display Mem JOB 1 f 1 JOB selection 1 Select 1 JOB in the Memory M
61. is used to the temperature of outside working area 6 Clean its surface with a woolen cloth after using If the instrument gets wet dry it immediately 7 Turn the power off before removing the battery otherwise it may cause damage to internal circuit When place KTS into its case firstly remove the battery and place it in the case in accordance with its layout plan Make sure that the inside of the carrying case and KTS are dry before closing the case 8 No used for a long time seperate the battery from the instrument and store them respectively The battery should be charged once a month 9 Clean exposed optical parts with degreased cotton or lens tissue only 10 During transporting the instrument should be placed in its carrying case It will be better to place some cushion around the case to keep the instrument from the damage of shock 11 If there is something wrong on the instrument please do not disassemble the instrument unless you are a professional technician E 12 Never aim the laser beam of KTS440R RC Series Total Station at human eyes k SAFETY GUIDE Interior EDM Visible Laser Warning The total station is equipped with an EDM of a laser grade of 3R II a which could be recognized by the following labels On the vertical tangent screw there is a label shows CLASS IIT LASER PRODUCT A similar label is on the opposite side This product is classified as Class 3R laser product which is coordinated with the fo
62. meaning that the vertical index difference compensation function is working Adjustment If the compensation function is not working send the instrument back to the factory for repair 24 6 Adjustment of Vertical Index Difference i angle and Vertical Angle 0 Datum Inspect this item after finishing the inspection and adjustment of Item 24 3 and 24 5 Inspection 1 Power on after leveling the instrument Aim at object A facing left and read the Vertical angle value L 2 Rotate the telescope Aim at object B facing right and read the Vertical angle value R 3 If the vertical angle is 0 in zenith i L R 3 6 0 2 If the vertical angle is 0 inhorizon i L R 1 80 2o L R 54 09 2 4If i gt 1 0 shall set the Vertical Angle 0 Datum again 171 Adjustment K LIDA Operation procedure Key Display 1 After levelling the machine power on press CNFG under date time screen as right diagram shows 2007 09 10 Type KTS 440R No S12926 Ver 07 09 10 Job JOBO1 10 00 48 2 Press W key to choose 2 Instr Const and press EN I key or press numeric key 2 enter the instrument constant setting screen 1 Obs condition 2 Instr Const 3 Date amp time 4 Comms setup 5 Unit 6 Key function 2 VO 1 VO Axis const m 2 VO Adjustment 3 press W key to choose
63. output After the registration of all the coordinate data Esq 6 clear has been completed press Esq to return to the Known Point Menu Screen Maximum point number size 14 characters NOTE Coordinates input range 136 99999999 999 to 99999999 999 m 20 2 2 Known Coordinate data import It is to import data txt file from SD card to a specified file in Local Disk K LIDA gt PROCEDURE Operating Procedure Operation Display 1 Select 2 Known data in Memory Mode Mem Known j 1 Keyincoord Screen and press ENT or press numeric key 2 Known 2 coord import 2 the Known Point Menu Screen is data 3 coord export 4 comms input displayed ENT 5 comms output 6 clear File import 2 Select 2 Coord import and press ENT to enter the display for coord import input or import 2 coord Job the data job name or press ILIS I to choose a the txt file in SD card Press OKI ENT 2 Import starts now Import cood From B JOB1 TXT To A coord PTS QUIT Data import accomplihed 20 2 3 Known Coordinate data export It realizes the data transmission from local disk to the TXT file in SD card PROCEDURE Operating Procedure Operation Display 1 Select 2 Known data in Memory Mode 1 Key in coord 2 coord i
64. point Station point 2 Angle offset measurement Target Point gt ae ie S Install the offset point as close as possible to the target point to its left or right Prism Offset point Prism Offset point 64 K LIDA 3 Dual distance offset measurement Taget Point s Install the offset point A and B on a line extending from the Prism A Offset point target point measure A and B then enter the distance oP between B and the target point to find the target point rism B Offset point Station Point In advance allocate the function keys to display OFFSE For the method see 20 Key Function Allocation It is also possible to perform offset measurement when 3 Offset is selected from Menu Mode Offset measurement is performed using the measurement method used before you started up the offset measurement 12 1 Single Distance Offset Measurement When the offset point is positioned to left or right of the target point make sure the angle formed by lines connecting the offset point to the target point and to the instrument station is almost 90 When the offset point is in front of or behind the target point installs the offset point on a line linking the instrument station with the target point Target point Prism Offset point p A Station point 65 K LIDA
65. recharge the battery at a temperature of 0 45 C Recharging may be abnormal beyond the specified temperature range yx When the indicator lamp does not light even after connecting the battery and charger either the battery or the charger may be damaged Battery Charging Caution yx Rechargeable battery can be repeatedly recharged 300 500 times Complete discharge of the battery may shorten its service life yw In order to get the maximum service life be sure to recharge it once a month 4 REFLECTOR PRISMS During distance measurement a reflector prism needs to be placed at target place Reflector systems come with single prism and triple prisms which can be mounted with tribrach on a tripod or mounted on a prism pole Unique Mini prism systems allows to be set up at corners that are hard to reach Illustrated are the prism manufactured by KOLIDA 5 MOUNTING AND DISMOUNTING INSTRUMENT FROM TRIBRACH Dismounting When necessary the instrument can be dismounted from tribrach Loosen the tribrach locking screw in the locking knob with a screwdriver Turn the locking knob about 180 degree counter clockwise to disengage anchor jaws and take off the instrument from tribrach 21 K LIDA Locking Knob Mounting Insert three anchor jaws into holes in tribrach and line up the directing stub with the directing slot Tum the locking knob about 180 degree clockwise and tighten the locking screw with a screwdriver 6 EYE
66. value c Horizontal distance measured value 17 Height difference setting out data output command Gc Ge 123456 666 666 SUM CRLF a b c a Data identification code b Height difference setting out value c Height difference measured value 18 Coordinate setting out data output command Gd Gd 378 902 248 908 99 999 278 902 149 908 0 003 SUM CRLF a b c d e f g a Data identification code b N coordinate setting out value c E coordinate setting out value d Z coordinate setting out value e N coordinate measured value f E coordinate measured value g Z coordinate measured value 188 K LIDA 19 REM setting out data output command Gf Gf 453 903 0 000 SUM CRLF a b c a Data identification code b REM setting out value c REM measured value 1 2 Entering Command Following commands will be used in receiving data from computer relative format will be given with commands means space 20H The input angle and distance value will be displayed in unit set When entering angle value the decimal should be behind integer value of angle For example Angle value 359 59 59 should be entered as 359 5959 Computer gt Instrument Computer yD Well received send 06H ACK Received g gt gt gt S after 0 7 second 06H ACK F 5 z z Q 4 Q bad received Send 15H
67. 00 95 52 11 ae 334 648 m 180 Tangent length TL R tant 200 tan 95 52 11 2 221 615 m Calculate coordintes of each points Nec N m TL cosa Esc Em TL sing N zc N m TL COS Erc Em TL sing Here Q bearing from IP1 to IP2 322 07 30 1 Bearing from IP2 to EP 57 59 40 6 N sc 1750 221 615 cos322 07 30 1 1575 068 m Esc 1400 221 615 sin322 07 30 1 1536 058 m N re 1750 4 221 615 cos57 59 40 6 1867 456 m E sc 1400 4 221 615 sin57 59 40 6 1587 929 m See below the calculation result 196 K LIDA N 2000 pp 1800 N 1867 456m ee F 1587 929m EC amp 57 59 406 ARC Length 334 648m N 1444 032m N 1575 068m BC E 1637 976m E 1536 058 ji BIR ye Transition Ci aoi a er i KE2 amp 322 OF 30 1 ARC Length 131 353m a 74 03 16 6 KE1 BP KAL lt Transition Curve Length eee N 1249 872 E 1050 1249 872m j E 1574 553m The coordinates and the distance are calculated as below 1 Compute the length of straight line straight line BP KAI 1249 872 1 100 000 1574 553 1050 545 543 m straight line KA2BC 1575 068 1444 032 1536 058 1637 976 166 005 m straight line EC EP 2000 1867 456 1800 1587 929 250 084 m Start point coordinate BP N 1100 000 m E 1050 000 m straight line between BP and KA1 Bearing 74 03 16 6 Distance 545 543 m Transitional curve between KA1 and KE1 Radius
68. 00m press to record instrument station data For ENT 2 000 m the method of setting each item see 17 4 Recording Instrument Station Data press OK to record in JOB Coordinate 1 Observation 2 Stn data 4 Press OK setting complete Coordinate 3 Back sight data measurement menu screen is displayed OK NOTE Coordinates input range 99999999 999 to 99999999 999 m Instrument height input range 9999 999 to 9999 999 m Target height input range 9999 999to 9999 999 m yx Stop entry in progress return to the coordinate measurement menu screen IREAD See 10 1 1 Reading in Registered Data yx Reading in the coordinate data Press yx Saving instrument Station Data Press IREO See 21 1 Recording Instrument Station Data 47 10 1 1 Reading in Registered Coordinate Data When you wish to read in and set coordinate data from memory press Screen It is possible to search for the registered data K LIDA READ in the Instrument Station Setting Both coordinate data saved in the memory and that saved in the JOB which has been selected yx Note The designated JOB mentioned here is not the JOB which coordinate file which designated from Config mode 1 Obs condition gt PROCEDURE is selected from Memory mode but the
69. 01 00 ZA the vertical angle to prism PI HAR the horizontal angle to prism SD SHV 5 0 IEDM Set out 1 Observation 2 Set out 3 Press S O from the second page of MEAS S O 3 Stn data 4 Backsight data mode 5 EDM 58 4 Select 2 S O data then press ENT input following data 1 prism height 2 the setting out point height the distance from the surveying point to the point to be set out After each entry press ENT Select 2 S O data ENT 5 Press OKI OK 6 Press SHV IREM is displayed on the bottom line ofthe screen SHV 7 Press REM to begin the setting out after 0 7 seconds the distance between the setting out data and the measured distance is displayed on the third line S O Ht Measurement results are displayed every 0 5 seconds 8 After pressing K gt then press REM the displayed value is the distance from the sighted point and the setting out point Two arrows mean the required direction meaning of the arrows T Move the telescope near the zenith Move the telescope near the nadir K LIDA S O Np 1223 455 Ep
70. 100m sign is that curve turns left toward the end point Length 64m Arc between KE and KE2 Radius 100m sign is that curve turns left toward the end point Length 131 354m 197 Transitional curve between KA2 and KE2 Radius 100m sign is that curve turns left toward the end point Length 64m Straight line between KA2 and BC Bearing 322 07 30 1 Distance 166 004 m Arc between Be and EC Radius 200 no sign means that curve turns left toward the end point Length 334 648 m Straight line between EC and EP Bearing 57 59 40 6 Distance 250 084 m 198 K LIDA
71. 2 S O screen set above data press OK to perform setting out B After setting above data return to set out menu screen select 1 OBS to perform setting out measurement 54 K LIDA 11 1 Distance Setting Out Measurement The point can be found based on the horizontal angle from the reference direction and the distance from the instrument station Position Reference direction Distance 0 be set out Present target position ie Distance to be set out From the menu mode selecting 2 S O also can perform setting out measurement gt PROCEDURE Reference Direction Reference Direction Point to be set out vie direction k ae a A i atati f Instrument station Instrument station 1 2 Operating Procedure Operation Display Meas PC 30 o PPM 0 1 Sight the reference direction press Oset twice 8B in the second page of MEAS Mode The Oseti L ee SES ZA 89 59 54 horizontal angle of the sighting direction is 0 HAR ate se P2 SD SHV OSET IEDM S O 1 Observation 2 Press S O in the second page of MEAS 2 Set out Mode Screen The Setting Out Measurement S O 3 Stn data 4 Seth angle Menu Screen is displayed 5 EDM 53 K LIDA
72. 4 Set Out 5 EDM 2 Enter the start stake number increment the ae ent Setout 0 000 horizontal distance from side stake points to In 0 000 center line Offset L the horizontal distance one 0 000 from left stake point to center line Offset L the One R 0 000 m horizontal distance from left stake point to phi 2 HtDi L 0 000 m center line and the height difference from the HtDi R 0 000 m side stake to center line K 3 Press ENT the chainage and offset screen is displayed Alignment Setout Chain 1000 000 8 Offs 0 000 HtDi 0 000 Tegth 0 000 m PI ILOFS IROFS CHG CHG SLOP Main set out screen 4 Press LOFS orROFS to set out the left or right side stake the corresponding chainage offset height difference will be displayed in the screen Itis possible to enter the chainage and offset manually Offset is minus the offset point is at the left side of center line Offset is positive the offset point is at the right side of center line 5 When the required chainage and offset is displayed press ENT to confirm them When the cursor is in the bottom of the screen press ENT the coordinate of the point to be set out is displayed press OKI 6 When the Set Out screen is displayed sightthe prism press SHV key to display the CRD key SO H the distance to the point to be set
73. 43 58 RAT NO YES K LIDA 18 Point projection Point projection is used for projecting a point onto the baseline The point to project can be either measured or input Displays the distances from the first point and point to project to the position at which a line extending from point to project intersects the baseline at right angles Y direction X direction Baseline ist pt _ _ S a nd pt Projecting point Offset Length p The point to be projected 18 1 Defining baseline Defined baseline can be used in both setting out line measurement and point projection procedure Operation Display 1 Meas PC 30 Under the measuring mode define the allocate PPM 0 function of point projection onto the key PROJ ZA 92 3625 HAR 302518 PROJ LINE Hse EDM 2 Point projection Select PROJ PROJ 1 Stndata back sight data define baseline 2 3 4 point projection 5 EDM 6 Input the Station data and difine the base line K LIDA Define base line 1 Please take 17 1 define baseline as a AZ 236 18 35 reference Healc 3 606 m Hmeas 3 606 m OK P1 Define base line 2 ScaleX 1 000000 ScaleY 1 000000 Grade 166 410 OK Sy l Sy Sx P24 4 Point projection Press OKI to complete defining b
74. 6 K LIDA Parity ODD EVEN Stop bit Ibit 2bits Check sum No Yes Transfer USB COM Table3 Screen Setting Parameter Options Factory Setting Temperature Ce F hPa Air Pressure mmHg Unit inchHg DEG Angle GON MIL Distance M meters Ft feet 27 K LIDA 7 5 Setting Instrument Constant Refer to 24 9 Instrument Constant K to get the instrument constant value Set it as following gt PROCEDURE Operating Procedure Operation Display Config 1 Obs Condition 2 Instr const 1 From Status Mode Press CNFG to enter CNFG 3 Date amp time 4 Comms setup config mode 5 Unit Instr const g M 1 V angle 0 point 2 Select 2 Instr const press ENT or press 2 Instr const ae coe numeric key 2 3 Contrast ENT 3 After selecting 2 Instr const press ENT 2 Press numeric key 2 is also ok to enter Instrument instrument constant setting screen constant The first row is Additive constant F The second row is Multiplication constant ENT Instr const 1 V angle 0 point Enter 2 Instr const 4 Enter the constant press ENT return to constant 3 Contrast ADJ instrument constant setting screen ENT Note The constant of the instrument has been strictly set in the factory so ge
75. A SAVE RHI CODE memory Offset 1 Offset Dist 2 Offset Angle 10 Press SAVE to save data and return to the SAVE 3 Offset 2D 4 Stn data Offset Measurement Menu screen Offset distance entry range 9999 999 m Minimum entry unit 0 001 m Discard the data and observe again press ESC Record the result in JOB SAVE See 21 4 Recording Distance Measurement Data 13 MISSING LINE MEASUREMENT Missing line measurement is used to measure the slope distance horizontal distance and height difference to a target from the target which is the reference point 1 without moving the instrument 72 K LIDA Target point p3 Target point p2 _ Start point pl Station Point To find the height difference between 2 points use a pole to make the target height of all the targets identical 13 1 Measuring the Distance Between Multiple Targets It is possible to perform Missing Line Measurement by selecting 4 MLM from the Menu mode 13 1 1 Measuring the distance between multiple targets Operating Procedure Operation Display Meas PC 30 1 Sight the target of the first target P1 th PEM 0 i e ofthe then ig i S 11 678m L press SD in Meas Mode After the measurement SD ZA _59 39 54 finished press STOP after the measured values HAR 90 01 00 P3 are displayed to restore th
76. CALCULATION OF ROAD ALIGNMENT ELEMENTS K LIDA FOREWORD Thank you for purchasing KOLIDA Total Station KTS440 RC R LC L series This manual is applicable for KOLIDA Total Station KTS440 RC R LC L series KTS440R RC series Total Station is equipped with visible laser reflector less distance meter In this manual the parts which are marked gt are only applicable to KTS440R RC Please read the manual book carefully before operating the instruments 1 FEATURES 1 Complete Function KOLIDA KTS 440RC series has complete surveying program the functions of data record and parameter setting is suitable for professional and construction survey 2 Secure Digital memory card SD card With the advantages of large memory storage rapid transmission data system removable and secure functions various surveying data could be easily saved in the SD card and moved into computer through the port of lap top computer and card reader Please do not move out the SD card when operating the data stored in it otherwise the surveying data can be damaged 1 MB space in SD card may contains 15 000 data 3 Powerful Memory Management Very large memory and the enhanced file management system can help you easily realize the function of addition deletion modification and transmission of the data 4 Absolute Encoding Circle With absolute encoding system measurement can be started immediatley after booting up the instrument No a
77. Curve 0 0 0 cece cee nenneeses rre srrerrorersrstrrerrerersrssssserreerererssrrererene 111 19 2 Road Sette Out o2 ohidstencedtins sai Slosladeaettiou ool iaiaies dian niaat beeen cies eda a 112 19 2 1 Set Station Point 0 cc cece cece eee ee nee nen nn ee nen ene EEE EE EEE GEG EE ene E Gee Enea Ea Eero nee naa eS 112 19 2 2 Setting Backsight Point rdr gan ccddeheenatetalaeessh ese a dead daa e die e t aaa ar ches 114 19 2 3 Setting Out cece cee cece cee cece ri nani rini onini EEE EE EEE EEE EE SENELERE EEEIEE REE REEE EGG EEE EEE ES 117 19 24 Slope Stout 022 2 262824 cate oisadidel ot aieesin abies hab e A E E nadadach 121 PART 4 DATA RECORDING 0 0 00cccccccccccccccecceceececcseeecseecseeecseecsaeeeseeensaeeesn 124 20 SETTING IN MEMORY MODE cco 2ccthceiraccebiuednaieppobidelelalaceeieka aad a onii 124 201 JOB SECIONO E E ced banter 125 20 1 1 Current JOB Selection ssanie rarer tini erreinutan T ERENER EEA AAA AA EEA 125 20 1 2 Check Memory SUS israe aa gid EEA E o a 126 20 1 3Create new Working JOb 0 ce cece cee ee nee e een ee EAEAN eae ee en ene ee eens ee NEA TAASEN EEKEREN ERA 127 20 14 Change the job name i555 c 2isadacsigclorstis ve thaadeehieeed babe E T O EE tassel sates 128 20 15 Delect JOD PERENTA AIEEE IEIET ASA apace EE EEE A A EEE EEA 129 20 LG Coordinate Sdo TOn eae aE A ERNS cha ENTANA EARE E EEG 130 20 17 MOD EXPO e risian ia a a a EA E EAE E E AANE TEREE 130 20 1 8 Coordinate Imports srna in E E a
78. DA Operating Procedure Operation Display Set Out 1 Observation Select 2 Set Out data i8 1 Select 5 EDM from the Set Out menu 5 EDM 3 Stn data 4 Set H angle 5 EDM 2Select following parameters 1 Temperature Temp 20 C 2 Air pressure Press 1013 0 hPa PPM 0 3 Atmospheric correction value PPM PC 30 Mode Fine s 4 Prism constant correction PPM 5 Distance measurement mode Set Out 1 Observation 2 Set Out data B 3 Set all parameters and press ENT ENT 3 Stn data 4 Set H angle 5 EDM Methods and contents Items Setting methods Temperature Method Q After entering temperature and pressure the atmospheric Pressure correction value will be calculated and displayed in PPM Atmospheric correctionPPM Method Enter the atmospheric correction value PPM now temperature and pressure value will be cleared Prism constant Enter the prism correction value for current prism Distance mode Press lt orP to select from following modes Fine repetition Fine N time Fine single tracking Note Temperature input range 30 60 Foot length 1 C or 22 140 F Foot length 1 F Air pressure input range 560 1066hPa Foot length 1hPa or 420 800mmHg Foot length ImmHg orl6 5 31 5inchHg Foot length 0 linchHg Atmospheric correction PPM input range 999 999PPM Foot length 1 PPM Prism constant input range 99mm
79. EE a4 Weuraaae Gockeande pum woteennteae ae A ar Aa 93 18 2 POIMEPTOJECHON s 5 lt 5 5 ccsseeea ee aaitasaecietmereerentaree okedusaecileaginn tedevaned ens sagulnaealcnee sheet Geretne iveeleeaae 94 19 ROAD DESIGN AND SETTING OUT 0 2 0 0 c ccc cec cence ee tesse terse cent eee e ceeaee ea ee eae eae ena eats 96 2 K LIDA 19 1 1 Define Horizontal Alignment Maximum data quantity 30 cccccececee eee ee ese ee eee eee ee ease es 96 19 1 2 Edit Alignitient erson ike guava eia EEEE ceed EE E ee E deias dee bets Sateen dosage eaten 101 19 1 3 Define Vertical Curve Maximum 30 data n ccccceeceeeeeeeceeeceece eens eeneeee seneeeeeeeeenensnes 103 19 1 4 Edit Vertical Curve 2 0 0 0 ccc cece cee ce nce ec eee cee ee eens nee eee cease eae eeeneaee eee eaeensaeeaeeeeeasensees 104 19 1 5 Inport Horizontal Alignment ccc cece cece cece cee ee cere ceceeeane cence essen eeaeeeeseeeeeneneaeeeneas 106 19 1 6 Import Vertical CUIVE cece cee eee e cence eee ee eae eee en AAPEEE NENTE RAE eeeeenaeeeeeneeeaeeensie ea 107 19 1 7 Receiving Horizontal Alignment Data 0 cc cee eeecee eee eee cee ee ean eeeneneeeeeeaeeeeaenensieeeeetee a 108 19 1 8 Receiving Vertical Curve Data iarras cceencee eee cee ceaee erences eeeaeee ANIAR REREN ea eees 109 19 1 9 Deleting Horizontal alignment Data 06 cece cece cece cence eee ce eee cee eee ee Geese ea eee enea eae ease 111 19 1 10 Deleting Vertical
80. Elev Elevation between the baseline and the projected point Point projection 2 Length 1 542m PressHT to set instrument height and target height Offset 1347m Press REC to record the projection coordinate as known point dElev 3 558m HT REC oO PJ 6 SoH m Press S O to move to setting out measurement of the projected H O m point ZA 100 5952 HAR 324 3230 dHA 78 1636 Red SHV k AD Point projection 6 Esq Coord Point Press ESC repeat steps from step 3 N 1 686 m E 1 128m Z 1 132m READ MEAS REC OK 95 K LIDA 19 ROAD DESIGN AND SETTING OUT It is possible to perform designated point setting out base on the chainage and offset which are determined by road design The Road Design menu contains the alignment design functions 19 1 1 Define Honzontal Alignment Maximum data quantity 30 Horizontal alignment data can be edited manually or downloaded from computer Horizontal alignment consisted of following elements start point straight line circular curve and transition curve gt PROCEDURE Operating Procedure Operation Display Menu 2 t 6 Resection MENU 7 Repetition 1 From page 2 on MENU select 9 Roads 9 Roads 8 Area 9 Roads Roads 1 Define Roads 2 Set Out Roads 2 Slect 1 Define Roads in the Roads Menu Select 1 Define and select 1 Define HZ AL
81. F a b c d e f g h a Data identification code b State data same as Ea c Always be 0 d Target height e ppm f N coordinate value g E coordinate value h Z coordinate value 12 Angle and angle of inclination data input command Ee Ee 0000 0 1 500 199 89 5959 359 5959 0 0032 0 0216 SUM CRLF a b c d f g h I a Data identification b State data same as Ea c Always be 0 d Target height e ppm f Zenith value vertical angle value g Horizontal angle value h X angle ofinclination i Y angle of inclination 13 REM data output command Ef Ef 0000 299 45 1234 25 623 SUM CRLF a b c d e a Data identification b State value as Ea c ppm d Zenith value vertical angle value e REM data 14 MLM measurement data output command Eg 187 K LIDA Eg 0000 299 123 450 123 456 1 234 SUM CRLF a b c d e f a Data identification code b State data same as Ea ppm Slope distance value between two points d Horizontal distance value between two points e Height difference value between two points O 15 Slope distance setting out data output command Ga Ga 123 456 999 999 SUM CRLF a b c a Data identification code b Slope distance setting out value c Slope distance measured value 16 Horizontal distance setting out data output command Gb Gb 123 456 777 777 SUM CRLF a b c a Data identification code b Horizontal distance setting out
82. FI F2 F3 F4 SLOPE The key is used in slope set out Press FNC key LOFS The key is use in setting out the left side stake Press it to display the offset and the height difference 120 K LIDA of the left side stake ROFS The key is use in setting out the right side stake Press it to display the offset and the height difference of the right side stake CHG The key is use in increasing the chainage CHG The key is use in discreasing the chainage 19 2 4 Slope Setout Slope setting out can be performed as part of the Alignment setout option After defining vertical curve and horizontal alignment in the Define Roads Menu it is possible to perform slope setting out Press F4 SLOPE key Slope Setout will be displayed Slope set out 1 N Cut L 0 000 Fill L 0 000 Cut R 0 000 Fill R 0 000 OK The left and right slopes may be entered for both cut and fill Enter the required slopes using positive numbers for both cut and fill The software selects the appropriate slope from the table depending on whether the situation is on the left or nght and in cut or fill Cut or fill is determined by the estimated level at the offset of the hinge point If the level is above the level of the hinge then the cut slope is used otherwise the fill slope is used Calculated intersection Cut 121 122 K LIDA CL Cornecting pt nnecung p Calculated in
83. I to show the ae 3 Default Allocation Recall Screen EN T Key Func 1 Define 3 Select 1 User s 1 or 2 User s 2 or 3 1 User s 2 Registration Default and press ENT to restore key functions i 3 Recall T This displays the functions in the recalled array in ENT the MEAS Mode Screen 23 INSTRUMENT PARAMETERS SETTING This section explains the parameters which are set in Setting Mode The set parameters are recorded until they are revised 23 1 Changing Instrument Parameters The following are the items set and their parameters Table 1 164 K LIDA Screen Setting Parameter Options Factory Setting None Atmospheric Correction K 0 14 K 0 2 Zenith 0 Vertical angle format Horizontal 0 Horizontal 0 90 None Tilt correction Dual axis Single axis OBSERVATION ene CONDITION Distance measurement mode HD VD Automatic power cut off Auto cut off after 30 Minutes Switch on off by key Coordinates format N E Z E N Z Minimum angle value pm 5 Read in JOB Enter the Read in JOB Table 2 Screen Setting Parameters Options Factory setting 1200b s _ 2400b s Baud rate 4800 b s 9600b s 19200b s 38400b s 57600b 5s 115200b s Communication S bits o Data length 7 bits None Parity Even Odd Stop bit 1 bit 2 bits Check sum Off On
84. K LIDA CONTENTS FOREWORD LE as oss oF R urate vs Sass EEA E EE E TE T E EO ee 6 PAENT E A E A E E T 7 3 Nomenclatre saarena a aa a dh ved iiatae et Maeda godt edie eat oeees 9 4 Key functions a nns sennen cece cence nee ee nee nnn EEE Ene EEE EE EEE EEE EEE DEED EEE EEE EEE EE EGE EE EEE GEE Eee antes 11 5 CAPT eniyi e ea Gudew es a a dentist vecghetteaten bald vaambdics ola O A OEO 13 6 Display Symbolo aeaniee neu td wena e ENEA made ede aale ERE E EE ET mee avian REEERE 14 1T Mode ConiiguraOn i csrisr ororen ssis tdt ensar n TEA EE AOE TEV EE NEEESE E E 14 PART 1 PREPARATION FOR MEASUREMENT 18 1 Unpacking and store of the instrument 0 00 ccccc cece cece eee e cee eeseeees eee eeeeeeeeeneeseeeen een eeaeeeeass 18 2 Setting the instrument Upis csceecea vedios serisi oe eoon E E sagt ean ce EE ESTEE I daguidece es dda bs aces teed veces 18 3 Battery dismounting information recharging 0 ce ceeeencee eee ee ease cence eee en eeeeeeeaee een en een ea ene 20 4 Reflector and prism 02 cccc cece cece cence ene enn cence eee nen AEE EE eden AEE EE Ene EE EEE EEG EE eden aa EeenaEEE ES 21 5 Mounting and dismounting the instrument from tribrach 0 0 cecceececeee eee rer ee eee eens ee enenaeaenee es 21 6 Eyepiece adjustment and object setting 6c neneeese nennen eee ee ence cents eee e eee ee nena eae cena geet eee eesse e es 22 7 Power on off and preparation for measureMent
85. Move prism away from station point IMEAS STOP lt Seeing from station point move prism to the left Seeing from station point move prism to the right Slope Setout 6 Move prism according to the indication of Move tl 0 000 B gt 0 001 screen press MEAS When 2 arrows are prism S 2341 m shown in the third and fourth line of the screen ZA 56 10 29 ye HAR 95 20 17 it means the setting out point is found IMEAS MEAS STOP Slope Setout Choose L or R T Cut L 2 150 te IESC to retum to the screen of choosing Fill L 0 000 slope Set out the next point fron STEP 4 a Re 250 FilR 0 000 L R 1 An intersection can not be computed if the ground surface passes through the hinge point 2 The cut is not displayed because the cut at the computed point is zero 123 K LIDA PART4 DATA RECORDING This section explains JOB or memory settings which can be performed in Memory Mode and data recording methods which can be performed in Record Mode Press IMEM in Date time Screen to enter Memory Storage screen Memory Mode Screen Memory Memory 1 JOB 6 Initialize 2 Known data 7 All File 3 Code 8 Grid Factor 4 Define roads 5 U Disk Mode Record Mode Screen 1 Dist data A JOBO1 2 Back sight data 3 Angle data 4 Dist data 5 Coord data 6 Dist Coord data To enter Record Mode press REC in MEAS Mode Screen P
86. PIECE ADJUSTMENT AND OBJECT SETTING Method of Object Sighting for reference Sight the Telescope to the sky and rotate the eyepiece tube to make the reticle clear Collimate the target point with top of the triangle mark on the collimator Keep a certain distance between eye and the collimator 8 Make the target image clear with the telescope focusing screw yx If there is parallax when your eye moves up down or left right that shows the diopter of eyepiece lens or focus is not adjusted well and accuracy will be influenced so adjust the eyepiece tube carefully to eliminate the parallax 22 K LIDA 7 POWER ON OFF AND PREPARATION FOR MEASUREMENT 7 1 Power ON OFF PROCEDURE PowerON Operation Display Note Type KTS440RC After power on instrument process self check as No S88888 left Ver 09 10 10 Press IPOWERI Finding SD card Checking the inserted SD card Meas PC 30 PPM 0 S 111 374m h5 ZA 9293625 After Self check interface for measurement shows HAR 120 3010 up S Sh sey EM Power OFF Hold POWERI for 3seconds NOTE Ifthe battery has reached the level where it should be replaced the symbol shown on the left is displayed every 3 seconds When it appears stop all work as quickly as possible shut off the power and charge the battery 7 2 Vertical Angle Tilt Correction When the tilt sensor works automatic correction of
87. Press to record data Because the same Pt POINT2000 data can not be recorded a second time REC is ZA 45 18 23 not displayed after recording HAR 87 23 09 ANGLE AUTO REC Angle ZA 6 HAR ANGLE measure the angle again ANGLI Pt POINT2001 REC 1 Stndata A JOBO1 2 back sight data 3 angle data 7 Press Esq to restore the Record Mode IESG 4 dist data 5 Coord data Screen Perform distance measurement to record automatically by pressing a single key When this key is used it is unnecessary to perform distance measurement in MEAS Mode Press 6 dist coord data AUTO AUTO on the Record Mode Screen to perform distance measurement and automatically record the results When this is done 151 K LIDA the point number automatically increases from that displayed when the KTS entered Record Mode and the code that was displayed is used unchanged After measurement has been completed the results are display for 2 seconds and the screen displayed before AUTO was pressed is restored 21 4 Recording Distance Measurement Data Tt is possible to record the most recently measured distance measurement data in a JOB And it is possible to perform and record distance measurements offset measurements etc after entering Record Mode Once the data has been recorded can not be displayed in order to prevent double recording It is convenient to use AU
88. SET function to set a required direction value cccceceeeeeceee eee neec testes ee enenaeaeneeens 34 8 2 2Use HOLD to set a required direction value 0 0 ceccce cence eseese nren ee eee neat eee ae eae ee nena ee ene naa e eas 34 8 3 Horizontal Angle Display Selection Right Left 0 0 0 0 ccc ccc ccc ce cece cee ee cence eee een ees eee eeeen ens eneenes 35 8 4 Horizontal Angle Repetition 0 0 ce ccc cece eee cece ee nee ne nn ee ene EEE EEE EEE EE EEE EEE EE ene GE EE EEE fe 36 So Slope M 270 seca aahedcadcameacidsedacinamcteasadehsetndneta ates EEA AE TEE IAEA NETED EEEE TERRES 38 9 DISTANCE MEASUREMENT 00 cccceece cee cecce sce seeeeeseeeee ene eeee een seseneseesaeeeaaeas 38 9 1 Settings for Distance Measurement 0 0 cc cece nesese eee ee ence cen ee ence ce ee eee e eee ene ea eee serres tees 39 9 2 Laser direction and laser plummet cece cece cence eee cence ence cece eee ee eee a a aa 41 K LIDA 9 3 Distance and Angle Measurement onenen eeens cee eee cence ened n een nE EEE EEE nL EE EEE EEE EE Ene EEE Senet en 42 94 Review of Measured Data si iscs venacesss coetnn isrtri IVETE nE TES IPEN vd teceana veeda averted aera vebanniee cane stead 43 95 Output Data toa Comput i cesad deadetas coos witabiduabssadinn pbidq auiaded s basddaeoldcadanialabhialehenenenl 44 10 COORDINATE MEASUREMENT pisinnus ii aironi e i e iE a Ea 45 10 1 Entering Instrument Station Data
89. Screen The Height Setting Screen is displayed Dist 2 Enter the prism height and press OK sight Dist PC 0 the prism Press SD on the first page of the Ox PPM 0 o F Fine S MEAS Mode to begin distance measurement SD The Distance mode may be either SD HD or STO VD Meas PC 30 PPM 0 S 11678m L 3 When the observation is completed the ZA 59 39 54 distance measurement result is displayed HAR 90 01 00 p EDM REM 4 Sight the target display the screen in which Ht 0 052 m wb is registered Press to begin the S 13 123 m REM measurement 0 7 seconds later the height ZA 89 23 54 from the surveying point to the target is displayed REM HAR 117 12 17 in HT Afterwards the measurement values are completed every 0 5 seconds STOH REM Ht 0 052 m B 5 Press STOP to end the REM measurement S 13 123 m operation ZA 89 23 54 Re observe the target distance measurement STOP HAR 117 12 17 ops Afterwards retums to step 2 IREM OBJ Start REM measurement 77 K LIDA Meas PC PPM 6 Press Esq to return to the measurement s 11 678 m mode screen l Esq ZA 59 39 54 Maximum angle of measurement possible 89 HAR 90 01 00 Max measurement distance Ht 9999 999 m Note 5D SHV REM To change target height press FNC key 15 RESECTION MEASUREMENT Resection is used to determine the coordinates o
90. TION FOR MEASUREMENT 1 UNPACKING AND STORE OF INSTRUMENT Unpacking of instrument Place the case lightly with the cover upward and unlock the case take out the instrument Store of Instrument Cover the telescope well place the instrument into the case with the vertical clamp screw and circular level upward Objective lens toward tribrach tighten the vertical clamp screw and lock the case 2 SETTING THE INSTRUMENT UP Place the instrument on the tripod Level and center the instrument precisely to ensure the best performance Use the special center point Operation Refer to Leveling and Centering the Instrument 1 Setting up the tripod Make sure the legs are spaces at equal intervals and the head is approximately level Set the tripod so the center of the head is directly over the surveying point 8 Step on the tripod shoes to make sure the tripod is firmly fixed on the ground 2 Installing the instrument on the tripod Place the instrument carefully on the tripod head 2 Supporting the instrument with one hand tighten the centering screw to fix it to the screw on the base plate of the instrument 3 Roughly leveling the instrument by the circular level Tum the leveling screw A and B to move the bubble in the circular level in which case the bubble is located on a line perpendicular to a line running through the centers of the two leveling screw being adjusted wa FootscrewC is Footscrew A Fo tscrew B Tur
91. TO to perform automatic operation from distance measurement to recording The items recorded are slope distance vertical angle horizontal angle point number codes and target height gt PROCEDURE 66399 Rut memory or can be changed Enter following items point number code target height KTS automatically increments the last input number by 1 and display it This point number can be used to record data in the Codes registered in advance can be read in by pressing CODE Operating Procedure Operation Display s L 1 Perform coordinate measurement in the MEAS Mode PPM 0 S 1234 789 m Screen ZA 89 59 54 HAR 90 0100 SD SHV IHSET EDM 1 Smdata A JOBO1 2 back sight data 3 angle data 2 Press REC on the second page of MEAS Mode REC 4 dist data 5 Coord data 6 dist coord data cc S 10 364 m 4 select 4 dist data and press EN I or press 4 Dist 7K 76 34 17 ib numeric key 4 the measurement results are data HAR 64 22 10 displayed on lines 2 to 4 Lines indicated by 2000 ENT 4 Press RE to record the measurement data indicated by the S 10 364 m ZA 76 34 17 HAR 64 22 10 Pt 2000 code kolida SAVE RA CODE 152 K LIDA
92. UNICATION Bidirectional communication command divides into 3 kinds QP output command input command setting command Note Communication command will be available only in status mode or measurement mode 1 1 Outputting Commands Following commands are used in sending data from instrument to computer relative data format will be sent with 6609 commands means space 20H When Check sum in Communication parameters setting is set to ON there are 2 bytes check sum added in the output data Sending command and outputting data Output command is send from computer to instrument Q S 2 gt Instrument Computer Q OK Well received Data output Computer 4 Check sum Check sum B u g inside S H g z c a Bad received No output Ne 182 K LIDA Standard command format Check sum The calculation of check sum starts with the first data info and ends the space before the check sum The result comes from the summation of hexadecimal ASCII Code of each such separate valid data the last two significant figures of the gained sum is check sum For example 1234567 1234567 1234567 A4 CRF Calculation 31H 32H 33H 34H 35H 36H 37H 20H 20H 4A4H When check sum parameter is set ON the check sum A4 in above example will be output as a part of the
93. a 1 Select 7 All file in Memory Mode Screen 3 code ENT 4 define roads and press ENT or press numeric key 7 5 U disck mode Memory 2 6 initialize 7 all file 8 grid factor 2 Disk A Disk B OKl enter the display for all file OKI orma O 3 Show file list PCODE LIB code fixed file COORD PTS known data PCODE LIB CODE Those two files are system file which could not COORD PTS Know be deleted or changed JOB1 JOB JOB JOB1 JOB job file JOB1 HAL HZAL JOB1 HAL horizontal alignment file JOB1 JVCL VTAL JOB1 VCL vertical curve file ATTR SRCH Ex Pi JOB1 TXT text file 20 7 Setting for Grid Factor When calculating coordinates measured horizontal distance should be multiplied by scale factor The raw data will not be changed by scale factor Formula R 1 Height factor R ELEV R theaverage radius of the earth ELEV the average height of sea level 2 Scale factor Scale factor the scale factor of station point 145 3 Grid factor Grid factor height factor x scale factor Distance calculation 1 Grid distance HDg HD x grid factor HDg Grid distance HD ground distance 2 Ground distance HD HDG grid factor Note 1 Input range of scale factor 0 990000 1 010000 Default value 1 00000 2 The input range of average altitude 9999 8 9999 8 Average altitude keeps 1 digit after radix point default value is 0 K LIDA Op
94. age measurement the distance data is displayed as S 1 S 2 4 When repeat measurement is performed press STOH after displaying the measurement values to conclude distance measurement and display the final results of the measurements STOP Dist PC 30 PPM 0 i3 S I 1234 569m L ZA 89 59 54 HAR 117 31 50 STOR Dist PC 30 PPM 0 i3 S A 1234 568m d ZA 89 59 54 HAR 117 31 50 al SDIST SHV HSET EDM During average measurement the average value of the distance S A is displayed when the designated number of measurements has been completed Xx The distance and angle which are most recently measured remain stored in the memory until the power is turned off It is possible to display the measured values converted into the horizontal distance height difference and the slope distance by pressing SH V For the display method see 9 4 Review of Measured Data vx If the single measurement mode and N times N are selected measurement automatically stops after appointed measurements completed 9 4 Review of Measured Data The distance and angle measured most recently are stored in the memory until the power is switched off The distance measurement value vertical angle horizontal angle and the XYZ coordinates can be displayed it is possible to display the distance measurement values converted into t
95. al distance calculated from themeasured value Seale x y AAA Hdist Horizontal distance calculated from the inout coordinates When not observing first or second points scale factor is set to 1 Defined baseline can be used in both setting out line measurement and point projection Procedure Key Screen display 1 Under the measurement mode define the See 20 key PC 30 function of LINE into the soft Key function PPM 0 allocation 4 583m ZA 92 36 25 30 25 18 86 K LIDA 2 Select LINE Set out line 1 St data 2 back sight data LINE 3 define baseline 4 point 5 line 3 Select 1 Sm data The station data can be NO 0 000 manually input or read in by pressing READ key Set EO 0 000 and pressOK retum to the Set Out Line screen Stn data ZO 0 000 Inst h 0 000mm Tgt h 0 000mm READ REC 4 Define baseline start point 1 Select 3 Define Baseline l define Nbl 1 686m It is possible to press READ to read in the f known data which is stored in memory baseline Ebl 1 128 m Or manually input input the start point and Zbl 0 132m end point data and press ENT READ REC Difine baseline destination point 2 Nb2 1 885 m Eb2 0 860 m Zb2 0 119m IREAD REQ MEAS 5 Measure Ist Point Press MEAS to measure base point Nb1 1 686
96. alue and the distance of the target STON the vertical angle and the horizontal angle are displayed If the current measurement mode is N 1534 688 E 1048 234 B set be repeat mode press STOP key to sto p STOR Zo 1121 579 measuring and display the measurement value S 1382 450 m HAR 12 34 34 REC OCC OBS 3 To record the coordinate data in the JOB N 1534 688 press REC 1 Enter the following items REC E 1048 234 1 Point number target point number Z 1121 579 2 Code Codes or notes Pt KOLIDA After each entry press E N I SAVE Ht SAVE RHI CODE When the cursor is on the code line code OOL 1VS function key show up automatically 002 123 Press the code function key code list popup and then press A to select code Or read in the code by imputing its serial SRCH DEL A DD number iE For example imput 1 and its equivalent code could be used N 1534 688 E 1048 234 Zo 1121 579 ENT return to previous menu PL KOLIDA Ht SAVE Save the data SAVH RAT CODE Data recording N 1534 688 4 Sight next target point and press OBS to E 1848 234 B begin measuring Press to access the Z 1821 579 station data input screen re enter the station OBS Ss 482 450 m data H A R o l n The re entered station data will affect next ones measurement So if the target height changes enter the new value before measurement STN loss
97. angle measurement to recording The items which can be recorded are the vertical angle horizontal angle point number code and target height PROCEDURE Operating Procedure Operation Display 1 Smdata A JOBO1 2 back sight data 3 angle data 1 Press REC on the second page of the IREC 4 dist data A 5 Coord data MEAS Mode Screen 6 dist coord data 150 K LIDA REC Angle 2 Select 3 Angle data and press ENT or 3 Angle ZA 4501823 press numeric key 3 the Angle Measurement data HAR 87 23 09 e T PL POINT2000 Data Recording Screen is displayed ENT ANGL AUTO REC Angle 3 Sight the target and press ANGLE the ZA 76 34 17 measurement results are displayed on line3 and4 ANGL HAR 64 22 10 lines indicated by of the Measurement Data Pt POINT2000 Display Screen Values with no are the angle REC ANGLE AUTO measurement values displayed in real time 4 Press REC j to record the angle measurement ZA 76 34 17 data indicated by the HAR 64 22 10 Set the following items point number code Pt k2009 target height Code KOLIDA After each entry press ENT BEC Tet h 1 67m Maximum point number size 14 alphanumeric SAVE CODE Maximum code size 16 alphanumeric REC Angle 5
98. ansfer data in local disk procedure key Display Define road 1 1 Select 5 HZ AL Import from Define 1 Define HZ AL A Road menu 2 Edit HZAL 3 Define VT AL 4 Edit VTAL 5 HZAL Import v 2 Input the HZ AL file name or press ILIST to read in the file from SD card the format for the file is TXT OKJ Job File import 3 If the horizontal line data already exist in HZ AL Import the memory You would be informed whether overwrite it or not YES Overwrite File YES start importing NO Exit 4 After transmission it returns into Define Import HZ AL Road menu From B 2 TXT To A JOBl HAL Finishing 106 19 1 6 Import the Vertical curve vertical alignment The princelpe is same to the last chapter K LIDA procedure 1 Select 6 VT AL Import from the second page of Define Roads menu key Display Define road 2 4 6 VTALImport 7 Receive HZ AL 8 Receive VT AL 9 Delete HZ AL 10 Delete VT AL 2 Input the VT AL file name or press LIST to read in the file from SD card The format for the file is TXT 3 If the horizontal line data already exist in the memory You would be informed whether overwrite it or not YES start importing NO Exit 4 After transmission it returns into desi
99. aseline Coord Point and move to point projection N 0 0000 m measurement Refer to 18 2 Point OK E 0 0000 m Projection Z 0 000 m 18 2 Point projection The base line should be defined before point projection Procedure key Display 1 Define the basic line Point projection 1 Stn data Please take 17 1 define baseline as a reference 2 back sight data 3 define baseline 4 point projection 5 EDM 2 Select 4 point projection Point projection Coord Point N 0 0000 m E 0 0000 m Z 0 000 m READ MEAg REG OK 94 K LIDA 3 Enter the point coordinate Point projection Press MEAS to measure the coordinate Coord Point When recording the coordinate data press REC N val E 1 128m Z 1 132m READ MEAS REG OK 4 Point projection 1 Press OK the following items are calculated and displayed Np 1 145m Length Distance along the baseline from the first point to Ep 1 717 m the projected point X direction Zp 3 435 m Offset Distance from point to project to the position at which HT REG SO P1 a line extending from point of project intersects the base line OK at right angles Y direction d
100. asurement mode even if Automatic Tilt Compensation On is selected horizontal angle compensation will not occur K LIDA Maximum measurement frequency 10 times Repetition display range 3599 59 59 5 8 5 Slopein KTS 440 allows to displays the gradient as a In advance allocate the function keys to display ZA Refer to 20 Key Function Allocation gt PROCEDURE Operating Procedure Operation Display Allocate the 1 In MEAS mode display the screen in which function VA 89 59 54 ZAM is registered key to 1793150 display ZAM 2 Press ZAM the vertical angle ZA is displayed as a gradient V IZA V 0 00 HAR 17 31 50 Press again to retum to the original P1 vertical angle display aw pull HSET ZAM Ww Display range within 100 Ww When parameter Vertical angle format is set to Horizontal 0 or Horizontal 0 90 ZA is displayed instead of VA 9 DISTANCE MEASUREMENT This section explains the following information about distance measurement First complete the preparations in 9 1 to 9 2 in order to perform distance measurements 9 1 9 2 9 3 94 9 5 Note Settings for Distance Measurements Returned Signal Checking Distance and Angle Measurement Review of Measured Data Outputting the Data to a Computer For KTS440R RC series Total Station
101. ation Display In MEAS mode display the screen in which DOUT is registered press DOUT following screen is displayed 2 Use A to select 1 Dist data and press ENT or numeric key 1 to start distance measuring Then distance mode prism constant correction value atmospheric correction factor distance measurement method are represented by a flashing display Select 1 Dist data ENT 3 When distance measurement is completed a short beep sounds and the measured distance data s vertical angle ZA and horizontal angle HAR are displayed Then the measured data begins being out put When repeat fine mode is selected press key to stop the output Dist Dist PC 30 Dist S 1234 569 m ZA 8905954 HAR 11793150 NOTE When 2 Angle data is selected in step 2 the angle data which is displayed on the screen can be output 45 K LIDA 10 COORDINATE MEASUREMENT After inputting instrument height and target height it is possible to find the 3 dimensional coordinates for the target based on station point coordinates E It is possible to set the azimuth angle of a backsight station by entering the coordinates of the instrument station and a known point backsight station and then sighting the backsight station to be measured The following preparations are needed for coordinate measurement Station point coordinates setting A
102. ayed The horizontal angle is 0 Sighting Take BS means to sight to backsight point BS point 2 After sighting backsight point press OKI OK Right screen is displayed Take FS means to sight to foresight point 3 After sighting the foresight point press OK Sighting Right screen is displayed foresight Press cH to cancel the measurement result and point measure again OK Sighting backsight 4 Sighting backsight point press OK right point screen is displayed OK 5 Sighting foresight point and press OK right screen is displayed The cumulative value of the Sighting horizontal angle is displayed on the second line foresight Hah the average value of the horizontal angle point is displayed on the fourth line Ave When continuing the repetition measurement OK repeat step 4 and step 5 When the repetition measurement is completed press ESC Display Repetition Hah 0 00 00 Reps 0 Ave 0 00 00 HAh 0 00 00 Take BS CE Repetition Hah 0 00 00 Reps 0 Ave 0 00 00 HAh 0 00 00 Take FS CE Repetition Hah 40 00 00 Reps 1 Ave 40 00 00 HAh 40 00 00 Take BS Repetition Hah 40 00 00 Reps 1 Ave 40 00 00 HAh 0 00 00 Take FS CE Repetition Hah 80 00 00 Reps 2 Ave 40 00 00 HAh 0 00 00 Take BS OK OK OK In repetition me
103. bubble to the center After the bubble stays in the center keep the tightness of the three screws in uniform 168 K LIDA 24 3 Inclination of Reticle Inspection 1 Aim at object A through the telescope and lock the horizontal and vertical clamp screws 2 Move object A to the edge of the field of view with the vertical tangent screw point A 3 No adjustment is necessary if object A moves along the vertical line of the reticle and point A still in the vertical line As illustrated A offsets from the center and the cross hair tilts then need to adjust the reticle Adjustment 1 First remove the eyepiece cover to expose the four reticle adjusting screws 2 Loosen the four reticle adjusting screws uniformly with an adjusting pin Rotate the reticle around the collimation axis and align the vertical line of the reticle with point A 3 Tighten the reticle adjusting screws uniformly Repeat the inspection and adjustment to see if the adjustment is correct 4 Replace the eyepiece cover Set screw Set screw Eyepiece 24 4 Perpendicularity of Collimation Line to Horizontal Axis 2c Inspection 1 Set object A at a far distance the same height as the instrument then level and center the instrument and turn on the power horizontal angle L 10 13 10 2 Aim at object A in left position and read the horizontal angle value horizontal angle R 190 13 40 3 Loosen the vertical and horizontal clamp scre
104. cal angle display 0 Zenith 0 1 Horizontal 0 2 Horizontal 0 90 i Always be 0 j Tik correction 0 None 1 Single axis k Always be 0 1 Coordinates format 0 N E Z 1 E N Z m Always be 0 3 Instrument station coordinate output command Da Da 1234 567 1234 567 9999999 999 SUM CRLF a b c d a Data identification code b Instrument station point N coordinate value c Instrument station point E coordinate value d Instrument station point Z coordinate value 4 Distance and angle setting out data output command Db Db 1234 567 359 5959 SUM CRLF 184 K LIDA a b c a Data identification code b Distance Setting out value c Horizontal angle setting out value 5 Backsight point coordinate output command Dd Dd 123 567 1234 567 1 999 SUM CRLF a b c d a Data identification code b Backsight point N coordinate value c Backsight point E coordinate value d Backsight point Z coordinate value 6 Instrument height target height temperature pressure and ppm output command De De 12 245 1 500 _ 20 1015 39 SUM CRLF a b c d e f b Data identification code c Instrument height d Target height e Temperature f Pressure g ppm 7 Coordinate setting out data output command Df Df 1234 567 12 345 9 182 SUM CRLF a b c d a Data identification code b N coordinate setting out value c E coordinate setting out value d Z coordinate settin
105. d When the self checking is finished Press SAVE N i to record data System will creates a new point E number by adding 1 on the base of last point SAVE 7 e aa Re romano y OBS forr AUTO In order to avoid duplicate record the function key REC j will not show up until a new measurement happens Coordinates Coord PC 0 PPM 0 6 Press JOBS to measure the coordinates again Fine S in Record Mode STOP 154 K LIDA 1 Stndata A JOBOI 2 back sight data 3 angle data 7 Press Esq to restore the Record Mode 4 dist data Screen Esq 5 Coord data 6 dist coord data Perform distance measurement to record automatically by pressing a single key AUTO When this key is used it is unnecessary to perform distance measurement in MEAS Mode Press AUTO on the Record Mode Screen to perform distance measurement and automatically record the results When this is done the point number automatically increases from that displayed when the KTS entered Record Mode and the code that was displayed is used unchanged After measurement has been completed the results are display for 2 seconds and the screen displayed before AUTO was pressed is restored Offset measurement in Record mode OFFSE It is possible to advance through Offset Dist and Offset Angle by pressing OFFSET See 12 Offset Mea
106. data 1 13H angle data request 11H slope distance and angle data request 1999999 1999999 199999 SUM CRLF a b c d a Slope distance value b Vertical angle value c Horizontal angle value d Check sum Note If there are some errors occured in angle and distance measurement result Exxx will be output in a b c Other command formats Check sum The calculation method is same as standard command For example A KTSxxx 123456 4100 2506 39CRF Calculation 41H 20H 53H 45H 54H 2CH 539H When check sum parameter is set to ON the check sum 39 in above example will be output as a part of the data 1 Instrument mark output command A A KTS440 S03456 4100 SUM e CRLF a b c d a Data identification b Instrument name c Instrument series number 8 digits d Instrument ROM version 4digits 2 Instrument parameters output command B B 0 0 O 30 0 0 0 0 0 0 0 O SSUMJCRLF ab cd e f g h ij k a Data identification l m 183 K LIDA b Distanceunit 0 meter 1 foot c Temperature and pressure unit 0 C and hpa 1 C and mmHg 2 C and inchHg 3 F and hPa 4 F and mmHg 5 F and inchHg d Earth curvature and atmospheric refraction correction constant 0 None 1 Correction K 0 142 2 Correction K 0 20 e Prism constant 99 99mm f Angle unit 0 360 degree 1 400Gon 2 Mil g Minimum angle display 0 1 1 5 h Verti
107. e 101 K LIDA STRI Press this key to go to the strart of the file IEND Press this key to go to the end of the file P1 Press this key to go to page 2 Use SRCH to edit alignment data Operating Procedure Operation Display Start Point CH 1046 000 1 In the Edit alignment screen press SRCH N 200 000 m key E 100 000 m IPREV INEXT ISRCH P1 Search HZ AL Chain 1111 561 2 Enter the required chaiage Enterthe chainage 3 A If the entered chainage is not existed in memory an error message will be displayed After several seconds it restores previous screen which SRCH is displayed B If the entered chainage is existed in memory its information will be displayed Search alignment Invalid chainage Start Point 20 000 m 20 000 m 102 K LIDA Enter new data 10 000 m 4 Enter new data and press to record ENT 20 000 m E 19 1 3 Define Vertical Curve Maximum 30 data A vertical curve consists of series of intersection points The intersection point consists of a chainage elevation and curve length The sart and end intersection points must be a zero curve length k Chainage 1000 1300 1800 2300 Elevation 50 70 60 90 Curve length 0 300 300 0 Intersection points can be entered in any order
108. e Key Setting Menu Screen is displayed 2 Select 1 Define and press EN or press 1 Define numeric key 1 the Allocation Screen is displayed EN I 3 Align the cursor with the keys on the left half of the screen whose allocation is changed using ore doP 1 Pl DIST SHV t IHSE R S 4 Align the cursor with the keys on the right half m2 DSE CRD 0SE of the screen which are to be allocated using pe S RE HSE aor P3 MLM RES MENU lo l 162 5 Press EN to allocate the functions designated in step 4 to the positions designated in step 3 6 Repeat steps 3 to 5 only as many times as necessary Press OK to record the allocations and to restore the Key Setting Screen OK Key Func 1 Define 2 Registration 3 Recall K LIDA yx NOTE When DIST is allocated to key it will display SD HD or VD Press them 22 1 2 Registering an allocation SHV key to change among It is possible to register two soft key arrays allocated in the Allocation Screen as User Registration 1 and User Registration 2 The registered soft key arrays can be called and used as needed See 18 2 Recalling Allocation gt PROCEDURE Operating Procedure Operation Display Key Func i Cc Cc 1
109. e MEAS Mode SD SHV HSET EDM Screen MLM 2 Sight the target P2 then press MLM in the third page of the MEAS Mode Screen MLM Dist PC 0 PPM 0 Fine S K LIDA 3 When the measurement is completed the Missing Line Measurement Result Screen is MLM S 20757m displayed H 27 345 m B 1 fth Vv 1 020 m MLM S Slope distance of the starting position S 15 483 m and 2nd target HAR 135 31 28 MLM MOVE SD OBS H Horizontal distance of the starting position and 2nd target V Height difference of the starting position and 2nd target S Slope distance of the instrument station and 2nd target HAR Horizontal angle of the instrument station and 2nd target 4 Sight the target P3 and press MLM When MM S WEE the observation is completed the slope distance H 37345m B horizontal distance and height difference from V 1 0 60m between starting position P1 and target point P3 s 15 483 m ae to ae is cat ates MIM HAR 135 31 28 orizontal l stance an eight lerence om MLM MOVE SD OBS starting point to any other point using the same procedure Re observe the starting point ops Meas PC 30 PPM 5 Press ESQ to end the MLM Esq neso a Tess to end the measurement ZA 59039 54 HAR 90 01 00 MM Ed MN rol 13 1 2 Slope in between 2 points It is possible to display the gradi
110. e Constant K eSet the direction by using the Vertical Hair to make Point A B C on the same line strictly On Point there must be fixed and clear centering mark e Whether the prism center of Point B coincides with the Instrument Center is the important tache to inspect the accuracy So on Point B Tripod or tribrach compatible should be used That will decrease the difference 24 10 Parallel Between Collimation line and Emitting Photoelectric Axis Inspection 1 Set the reflector prism 50m from the instrument 2 Sight the center of the reflector prism with reticle 3 Power on and enter Distance Measurement Mode Press MEAS to measure 175 K LIDA Rotate the Horizontal Tangent Screw and Vertical Tangent Screw to do electric collimation and make the light route of EDM unblocked In the bight zone find the center of emitting photoelectric axis 4 Check whether the center of reticle coincides with the center of emitting photoelectric axis If so the instrument is up to grade Adjustment If there is great difference between the center of reticle and the center of emitting photoelectric axis the instrument needs repairing E 24 11 Reflectorless EDM The red laser beam used for measuring without reflector is arranged coaxially with the line of sight of the telescope and emerges from the objective port If the instrument is well adjusted the red measuring beam will coincide with the visual line of sight External influences such as
111. e VTAL in the 7 Receive HZ AL Roads screen 8 Receive VT AL 9 Delete HZ AL 10 Delete VT AL M 2 When Vertical curve delete is displayed press YES the data will be deleted the screen YES VT Alignment restore the Roads screen Delete To exit press INO INO YES 111 K LIDA 19 2 Road Setting out It is possible to perform alignment setting out for the designated point by using the chainage and offset which is ensured in road design For and alignment setout a horizontal alignment must have been uploaded Refer to 19 1 5 Reiceiving alignment or entered manully Refer to 19 1 1 Define alignment The vertical alignment is optional but is required to compute cut and fill Rule Offset left the horizontal distance from the left stake point to the center line Offset right the horizontal distance from the right stake point to the center line Elevation difference Left right is the elevation difference between left right stake and the center line point Center Line L offset R offset Ht Diff L offset R offset ass s10 T tt s99 Chainage Increment l i 530 Center Line 19 2 19 2 1 Set Station Point It allows you to set station point by reading from memory N E Z coordinate or entering manually by keyboard chainage and offset 112 gt PROCEDURE K LIDA Operating Procedure Operation Display
112. e display minimum distance display keyboard buzzer same or different result of coordinate measurement by measuring with face left right 143 K LIDA Communication setting Baud rate data bit parity stop bit check sum flow control Unit Temperature air pressure angle and distance unit Distance measurement setting Temp pressure atmosphere correction factor PPM prism constant correction value PC distance measurement mode Key function Factory setting for key function Below data will be initialized 1 data in all jobs 2 data in interior memory 3 code in interior memory Operating Procedure Operation Display Memory 1 1 JOB 1 Select 6 initialize and press ENT or 6 initialize 2 known data i 3 code press numeric key 6 ENT 4 define roads 5 U disck mode Memory 2 6 initialize 7 all file 8 grid factor 2 Initialize YES Confirm for initialization Restore factory set INO Cancel initialization YES Are you sure NOYES bed ie eae Initialize partameter 3 Finish initialization and return to previous menu Initializing Please waiting 144 K LIDA 20 6 All documents Operating Procedure Operation Display Memory 1 1 JOB 7 All file 2 known dat
113. e instrument is in MEAS mode 8 ANGLE MEASUREMENT This section explains following procedures 8 1 Measuring the Horizontal Angle Between Two Points Horizontal Angle 0 8 2 Setting the Horizontal Angle to a Required value Horizontal Angle Hold 8 3 Horizontal Angle Display Selection Right Left 8 4 Horizontal Angle Repetition 8 5 Slope in When recording the measurement data refer to 17 2 Recording Angle Measurement Data Check the following one more time before measurement 1 The instrument is precisely leveled 2 The battery is fully charged 3 The vertical circle indexing has been completed 4 The parameters are set in conformity with measurement conditions 8 1 Measuring the Horizontal Angle Between Two Points Horizontal Angle 0 To measure the included angle between two points the horizontal angle can be set to 0 at any direction 32 gt PROCEDURE K LIDA Operating Procedure Operation 1 Press IFN on the first page of the MEAS Mode Screen ENC Press OSET then DSET flashes ON and OFF OSET 2 Press OSET again the horizontal angle of the OSET collimation direction is 0 00 00 ZA HAR Display 92 36 25 120 30 10 1 92 36 25 0 00 00 8 1 1 Example Measuring the Horizontal Angle between Two Points Ba cksight Point Station Point A Backsight Pointo Foresight Point S
114. e options Power off Off about tilt correction There are three options Aor NO 1 axis and 2 axis T doP Config 1 Obs Condition 5 Press Esq to retum to setting screen 2 Instr Const Esd 3 Date amp time 4 Comms setup 5 Unit 6 Key function If the instrument is not leveled it is possible to see different results in different tilt correction settings gt Steps Leveling instrument 24 K LIDA Operation procedure Key Display Tilt sensor 1 If instrument tilts over correction range system launch tilt correction function 2 Leveling the instrument according to the related tilt sensor chapter until the black point centered in the circle X ON Only vertical angle be compensated XYON Both horizontal and vertical angle are compensated Press OFF tilt correction will be off 3 Tilt sensor 2 axis DIGI I showing the tilt angle value respectively on X outof range axis X and axis Y Y outof range Once the out of range shows on the screen you need to level the instrument manually until out of OFF IX ON rang disappears When the electronic bubble is centered the system goes back to previous screen Note yx Fortilt correction refer to 7 8 Explanations Tilt auto correction Ww For contents of leveling instrument please refer to 2 Setup instrument
115. easuring it displays 02 6 pt _03 If the coordinates is read from memory 03 pt 03 it displays the point number For example 6 04 T 05 When known points amount is enough to be used in area calculation at least 3 points key READ CALC MEAS will be displayed To read in coordinate data in known data and read in Station point observation point in working jobs press Points 5 0 338 m sq 0 0000 ha 0 0001 acre 7 Press to calculate and display the 3 64 fi sq result CALC Menu 2 f 6 Resection 8 Press END to end calculation and retum to 7 Repetition menu screen Press NEXT to re enter area END 8 Area calculation 9 Roads 85 K LIDA Note It is also possible to perform area measurement by pressing AREA key under MEAS mode when AREA function is allocated in soft key For the method refer to 20 Key function allocation 17 Setting out line Setting out line is used for setting out a required point at a designated distance from the base line and for finding the distance from the baseline to a measured point second point ASN asic line 3 A offset distance 17 1 Defining Baseline You need to define the base line before setting out straight line You can define a baseline by inputting two points coordinates The scale factor value is the difference between the input coordinate and the observed coordinate Hdist Horizont
116. ect 8 Receive VT AL in the define 7 Receive HZ AL Roads screen 8 Receive VT AL 9 Delete HZ AL 10 Delete VI AL Receive VT AL 2 Start the receiving software in computer when OKI Ready the KTS displays Ready press OK if you select USB communication then it shows 4nitializating USB Receive VT AL Jf any curve data is existed in memory it will display Overwrite file Press YES to begin YES Overwrite file receiving press NO to exit If there is no alignment data see step 4 4 Start receiving To stop receiving press STOR Tansfer JOB 110 Receive VT AL USB A JOB1 VCL Receiving 19 1 9 Deleting Horizontal alignment Data The alignment data in memory can be deleted K LIDA gt PROCEDURE Operating Procedure Operation Display Define road 2 6 VT AL Import A 1 Select 9 Delete HZ AL in the Roads 7 Receive HZ AL screen 8 Receive VT AL 9 Delete HZ AL 10 Delete VT AL M 2 When Alignment delete is displayed HZ Alignment press YES the data will be deleted the screen YES Delete restore the Roads screen To exit press INO INO YES 19 1 10 Deleting Vertical Curve The alignment data in memory can be deleted gt PROCEDURE Operating Procedure Operation Display Define road 2 6 VT AL Import A 1 Select 10 Delet
117. elow is only for KTS 442 5 RC R With reflector Air condition Standard prism Sheet 5km 5000m 300m 20km 8000m 800m Non reflector Air condition Non prism white X Non prism grey 0 18 Objective strongly flashes 300m 250m under sunlight Cloudy or objective under 350m 300m shadow XX Kodak Grey Card used with exposure meter for reflected light Below is for KTS 442 5 LC L only KTS 442 LC L KTS 445 LC L Max range 1 prism 40Km 40 Km good weather 3 prism 5 0 Km 5 0 Km Below is for KTS 442 Sonly KTS 442 KTS 445 Max range 1 prism 2 0 Km 2 0 Km good weather 3 prism 2 6Km 2 3 Km 178 K LIDA S Other parameters KTS 442 R L KTS 445 R L Angle measurement Angle measurement type Continuous absulute Diameter of disc 79mm Min display 1 5 choosable Accuracy 2 So Detection method Horizontal Dual Vertical Dual Telescope Image Erect Length of Obj lens 154mm Effective aperture Observation 45mm measurement 50mm Magnification 3 0x View field 1 3 0 Min focusing distance Im Resolution power 3 Tilt sensor System Liquid electric detection plate vial Working range 3 Accuracy 6 Vial Plate vial 30 2mm Circular vial 8 2mm Optical plummert Image Erect Magnification 3x Focusing range 0 5m e lt View field 5 Display part Type 6 lines
118. en lt gt 56 7 Set the prism on the sight line and sight it Press HD to start distance setting out measurement Press to select measurement mode E K LIDA S O S O PC 0 PPM 0 Fine S 8 When the observation is completed The distance to the point to be set out is displayed on line 2 The movement direction of the target is indicated by the arrows pointing upwards and downwards e3 0 00 00 t 2 456 8B s 123 234m ZA 89 45 23 HAR 150 16 54 REC SHV k HD 9 Move the prism toward and backward until distance on line 2 is 0 m then press SHV select SDI VD to perform the measurement When it is within a range of 1cm both arrows are displayed If repeat measurement or tracking measurement is performed at this time it is possible to display the measurement results without any key operations while sighting the target which was moved Move the prism towards your side t Move the prism away from your side gt 0 00 00 tl 0 000 iB S 12 234m ZA g9 45 23 HAR 150 16 54 REG bav k Ho 10 Find the place where the distance is 0 m D Press to retum to Setting out measurement menu screen gt 0 00 00 tl 0 000 B S 12 234 m ZA 89 45 23 HAR
119. ene eumaace dna peeeane ets 156 21 8 Reviewing JOB Dates sas sevuis sais estes aonan E Seine EE EAA A a ENKA ATEEN 157 PART5 MEASUREMENT OPTIONS SELECTION 159 22 KEY FUNCTION ALLOCATHON snuisteren aaas a aaiae E e 159 22 1 Allocation and Registration euri esa ariannin aae anA E TEENE 160 22 1 1 Allocating AMCOS opiera ce cee cece ene eeeene EEE EAA ARERR CANER ASERNE REESTR 161 22 1 2 Resistennig anallocation oiron aa EEEN ESANA E ANAE ENAA E 163 22 2 Recalling an Allocation ss sarreraren arinina ESA EE eeneeeeeneeeeeaeeeeeetenseeeeaereaeaeeeaee reese 164 23 INSTRUMENT PARAMETERS SETTING ascscecsocetccieeseccancneestaeed sndventveatenesndsevesas 164 23 1 Changing Instrument Parameters ceeecee cece eee cence tence eeeceeeaee eee ene eeeaenen eae e ane ease 164 PART 6 CHECKING AND ADJUSTMENT oieee 168 24 1 Plate Vial eriten mes iensor e veway anda entan decane devas Geniee oon E PEE EA O EATE ATOE EEKE 168 24 2 Crear LV olene E IE EEEE E EE D a R vena eee 168 24 3 Inclination of Reticle 03 cc 5 cesanis se eccssaveeas deen cave ea caveiacesav aves cin ETEA SE EEE 168 24 4 Perpendicularity of Collimation Line to Horizontal Axis 2C 0 ceceeecee cence cess ceeeeeenseeeeaeeeeea 169 24 5 Vertical Index Difference Compensation 0 cc seese eesse eee ececeeeaeeeneneneeeeeaeeeeeaneneneeeaes 171 24 6 Adjustment of Vertical Index Difference i angle and Vertical Angle 0 Datum eceeee cence eens 171 24 7 The
120. enereeaeeneeeas 67 12 3 Two Distance Offset Measurement 0 0 cccc ccc ce cece cence eee cence eee n ed ee ene ce eee ene ea eee esa eetenaeaes 70 13 MISSING LINE MEASUREMENT jo cpcsscsbieosidbiactebresaviteieustie deaGeaciees eteneenidsn 72 13 1 Measuring the Distance between Multiple Targets cceeceeeeceeeaneeeeeneeeneeeaecee eae eee eases 73 13 1 1 Measuring the distance between multiple targets 0 0 ceceescee ereere rererere een eeeeeneeneeeeenseeeeas 73 13 1 2 Slope i Detween 2 PONS s0 esduvasce dec esiesetnmestaehwawends obeyed EEA EENAA KEERN E EREA EANNA EEEN Na 74 13 2 Changing the Starting Point 0 0 cee ritira Era cec E EEKE ERENNERT EN AEE ASER EAEE EAEE EA 75 14 REM MEASUREMENT ere erener E rA R EN EEE E A EEE 76 15 RESECTION MEASUREMENT ononnnsnssnsssnesresesessrssssessrsrressrssrsesrrsreresrsseseseon 78 151 Re ODS VIE neee eae des E K ea E EA E EEEE A EE 81 15 2 Add Known Points ss s 2203 cencsiaeasentuscaeeayeneee uns EE e reach EES ee EE EENES EER SE 81 1G Ata Calculator nera e EE E RER O EES 83 17 Setting o t MMe merisier e i a E E E EER a E S 86 17 1 Defining baseline 1 065 cede ove ororena a a a E E EEE A REE E EEE 86 172 s tout line 010 101 ce 89 17 3 Seting out line line acne nseni E EEA EE NEE EEE E 91 18 POIME PROJECHON iiss ose acces eitaw E EET gelues Gooden nome dalvnualedueend aleessietededacusd E S 93 18 1 Defining baseline so 52i04 caidas tge syariat E
121. ent of the starting position and target as a Operating Procedure Operation Display MLM S 46 755 1 Press Se with the MLM measured values H 37 345 m i3 V 1 060 m displayed The gradient of the two points is S S 15 483 m HAR 135 31 28 displayed as a on the second line Then S is ees i MM mow EA changed to SD 74 K LIDA MLM S 10 757 m H 37 345 m B V 1 060 m 2 Press SD again returns to the original screen S 15 483 m BD ZA 70 24 18 ae HAR 135 31 28 MLM MOVE SD OBS 13 2 Changing the Starting Point It is possible to change the last measured point to the next starting point T T H2 a 7 oe yai 3 AAE E aa Target point p3 Target point p2 New start point Start point pl Station Point gt PROCEDURE Operating Procedure Operation Display MLM S 46 755 f L H 37 345 m iB 1 Observe the starting position and target v 1060m following the steps 1 to 3 in Chapter 13 1 1 S 15 483 m HAR 135 31 28 Measuring the distance between multiple MLM MOVE Sp Z OBS targets Move 2 Press MOV H with the Missing Line s 15 483 m Measurement Results Screen displayed MOVE ZA 7092418 HAR 135 31 28 Press MOV H to change the last measured point NO VES to the starting point 75 K LIDA
122. ep 3 Oust Pen OBS 91 6 Sight the target and press OBS If the repetition measurement mode is turned on press to terminate it and it shows measurement value Sight target ong 4 Press YES to use the measurement results Displays the difference between the measured point and the baseline Offline the offset value from the occupied point and the line to be set out A positive value indicates that the point is on the nght of the line A minus value indicates that the point is on the left of the line Cut The height difference between the occupied point and the baseline A positive value indicates the point is above the baseline A positive value indicates the point is below the baseline Length Distance along the baseline from the first point to the measured point Press NO to observe the target again 5 Sight the next target and press to continue the measurement PressREC to record the measurement results Sight the next target 92 K LIDA Set out line L N 2 219m E 1 115m Z 0 097m HAR 27 43 58 RAT NO YES Set out line L OFFL 2 219m d Elev 1 115m Length 0 097m OBS RE P2 Set out line L N 2 219m E 1 115m Z 0 097m OBS REC P1 Set out line L N 2 219m E 1 115m Z 0 097m HAR 27
123. er of the triangle When the distance between known points are fixed When distance between station point and known points are increased their included angle are lessened the known points can easily be on the edge ofa single circle It is impossible to calculate the coordinates of the instrument station if the included angle between the known points is too small 16 Area Calculation It is also possible to calculate the area of land enclosed by three or more known points on a line by manually inputting or reading the coordinates of the points Coordinates Known value P1 N1 El Area calculated value S P2 N2 E2 P3 N3 E3 P4 N4 E4 P5 N5 E5 N P2 PS 5 p1 P4 PS 0 E Number of specified coordinate points 3 20 Area is calculated by observing the points on a line enclosing an area in order or reading in the previously registered coordinates in order 83 K LIDA XNOTE Iftwo or less points are used to measure an area and error will occur Be sure to observe or recall points on an enclosed area in a clockwise or anticlockwise direction For example the area specified by entering or recalling point numbers 1 2 3 4 5 or 5 4 3 2 1 implies the same shape Every point used during calculation can be gotten by measuring or reading from memory gt PROCEDURE Operating Procedure Operation Display Menu 2 6 Resection 1
124. eration procedure Key Display Memory 1 r 1 JOB 1 Select 8 Grid factor in Memory Mode gt eine Screen and press EN or press numeric key 8 3 code 8 Grid factor 4 define roads 5 Udisck mode Memory 2 6 initialize 7 all file 8 grid factor Input elevation Grid Factor 2 It displays current setting Input elevation and 4 1 000000 Elevation 1 000m ENT EN scale factor press key narra Scale 1 000000 factor ENT Memory 2 It gets grid factor returns to the previous screen 6 initialize 7 all file 8 grid factor 146 21 DATA RECORDING IN RECORD MODE K LIDA Record Mode Screen 1 Stndata A JOBO1 2 back sight data 3 angle data 4 dist data 5 Coord data 6 dist coord data A JOBOL To enter Record Mode press REC in the MEAS Mode Screen Operations concerning the regarding of data can be performed in Record Mode Recording Distance Measurement Data Recording Angle Measurement Data Recording Coordinates Data Recording Station Point Data Recording backsight point Data Recording notes Reviewing JOB data 21 1 Recording Instrument Station Data It is possible to record instrument station data in a JOB The items which can be recorded are the instrument coordinates point number codes instrument height operator date time weather wind temperature air pressure atmospheric correction
125. es Data It is possible to record codes and the measured coordinates data only in a JOB after entering Record Mode Once the data has been recorded can not be displayed in order to prevent double recording It is convenient to use AUTO to perform automatic operation from angle measurement to recording The items which can be recorded are the vertical angle horizontal angle point number code and target height 153 K LIDA gt PROCEDURE Operating Procedure Operation Display Meas PC 30 f PPM 0 1 Perform coordinate measurement in the s 1234 789 m MEAS Mode Screen ZA 89 59 54 HAR 90 01 00 OSET CRD lt Q REC 1 Stndata A OBO1 2 back sight data 2 Press REC in the second page of the MEAS 3 angle data Mode Screen The Record Mode Screen is REC 4 dist data 5 Coord data displayed 6 dist coord data REC Coord co N 10 364 3 Select 5 Coord data and press EN Il the 5 Coord data E 234 897 measurement results are displayed on lines 2 to 4 A 7 49 098 ae oe by of the Measurement Data ENT Pt POINT2000 f REC OBS OFFS AUTO N 10 364 E 234 897 4 Press REC to record the measurement data Z 49 098 with Pt POINT2000 Enter following data Point number code target IREC Code KOLIDA height SAVE RH CODE Ss REC Coor
126. f the instrument station by performing multiple measurements of points whose coordinate values are known Entry Output Ni Ei Zi coordinates of known point Hi Observed horizontal angle NO EO Z0 station point Vi Observed vertical angle coordinates Di Observed distance Known point P1 Station point P0 Known point P2 Known point P4 Known point P3 The KTS 440 R RC can calculate the instrument station coordinates by observing 2 to 4 known points 1 When the distance can be measured at least 2 known points are required 2 When it not possible to measure distance at least 3 known points are required It is also possible to perform resection measurement by selecting 6 Resection in the menu mode 78 It is possible to read in a coordinate data registered in advance It is possible to record set known point coordinate data or calculated instrument station data in the JOB which has been selected For the JOB selection method see 16 1 JOB Selection The target height set here returns to its previously set value after the resection process is completed K LIDA gt PROCEDURE Operating Procedure Operation Display 1 Press RESEC in the third page
127. factory and can meet the quality requirement But the long distance transportation and the change of the environment will have great influence on internal structure of the instrument So before using the instrument should be checked and adjusted according the items of this section 24 1 Plate Vial Inspection Refer to 2 Setting Up the instrument 4 Leveling by using the plate level Adjustment 1 Tf the bubble of the plate level moves from the center bring it half way back to the center by adjusting the leveling screw which is parallel to the plate level Correct the remaining half by adjusting the screw of plate level with adjusting pin 2 Confirm whether the bubble is in the center by rotating the instrument 180 If not repeat Procedure 1 3 Tum the instrument 90 and adjust the third screw to center the bubble in the plate level Repeat inspection and adjustment steps until the bubble remains in center with the plate level in any direction 24 2 Circular Level Inspection No adjustment is necessary if the bubble of the circular level is in the center after inspection and adjustment of the plate level Adjustment If the bubble of the circular level is not in the center bring the bubble to the center by using the adjusting pin or hexagon wrench to adjust the bubble adjusting screw Firstly loosen the screw opposite to the offset side and then tighten the other adjusting screw on the offset side bringing the
128. ffset Dist 2 Offset Angle 7 Press SAVE to record the data and return to 5 A JE 3 Offset 2D the Offset Measurement Menu Screen 4 Stn data 69 K LIDA 12 3 Two Distance Offset Measurement Install two offset points 1 target and 2 target on a straight line from the target point observe the 1 target and 2 target then enter the distance between the 2 target and the target point to find the target point Taget Point Prism A Offset point ee rism B Offset point Station Point yx NOTE 1 The offset distance of Two distance Offset Measurement depends on the distance between offset point 2 and target point on the line which consisted of target point offset point land offset point 2 2 Measure the distance from the target point to the a target gt PROCEDURE Operating Procedure Operation Display Offset i 1 Offset Dist 1 In Meas Mode display the screen in which 2 Offset Angle OFFS is registered Press OFFS to display the OFFS 3 eed 4 Stndata Offset Measurement Menu Screen Offset 2D 3 Take 1 st point 2 Select 3 Offset 2D and press EN A Offset 2D sE ZA 89 47 23 EN T HAR 150 16 12 OBS 70 Dist Dist PC 0 PPM 0 3 Sight prism 1 press to begin OBS Fine S meas
129. g out value 8 Slope distance and angle value output command Ea Ea 0000 0 1 500 199 999 89 5959 359 5959 SUM CRLF a b c d e f g h a Data identification code b State data The first unit indicates distance unit 0 Meter 185 K LIDA 1 Feet The second unit indicates angle unit 0 360 Degree 1 400 Gon 2 Mil The third unit indicates vertical angle format 0 Zenith 0 1 Horizontal 0 2 Horizontal 0 90 The fourth unit indicates horizontal angle format 0 right angle 1 left angle a Always be 0 b Target height c ppm d Height difference value e Zenith value Vertical angle value f Horizontal angle value 9 Horizontal distance and angle value output command Eb Eb 0000 0 1 500 199 99 999 89 5959 359 5959 SSUM JCRLF a b c d e f g h g Data identification code h State data same as Ea i Always be 0 j Target height k ppm 1 Height difference value m Zenith value Vertical angle value n Horizontal angle value 10 Height difference and angle date output command Ec Ea 0000 0 1 500 199 99 999 89 5959 359 5959 SUM CRLF a b c d e f g h o Data identification p State data same as Ea q Always be 0 r Target height s ppm 186 K LIDA t Height difference value u Zenith value Vertical angle value v Horizontal angle value 11 Coordinate data output command Ed Ed 0000 0 1 500 199 123 456 234 567 1 234 SSUM JCRL
130. get ZA 202 41 09 HAR 6 45 38 ET 10 times press SET 0 times INP 10 10 SET aj MU 10 times 4 Setting finished screen shows set it returns to instrument constant screen 1 VO Axis const 2 VO Adjustment 3 Collimation 4 horizontal axis 5 Instr Const 6 Contrast ADJ 173 K LIDA 24 8 Optical Plummet Inspection 1 Set the instrument on the tripod and place a piece of white paper with two perpendicular lines then intersect drawn on it directly under the instrument 2 Adjust the focus of the optical plummet and move the paper so that the intersection point of the lines on the paper comes to the center of the field of view 3 Adjust the leveling screws so that the center mark of the optical plummet coincides with the intersection point of the cross on the paper 4 Rotate the instrument around the vertical axis and at every 90 observe whether the center mark position coincides with the intersection point of the cross 5 If the center mark always coincides with intersection point no adjustment is necessary Otherwise the following adjustment is necessary Plummet adjusting srews 4 pieces Adjustment 1 Take off the protective cover between the optical plummet eyepiece and focusing knob 2 Fix the paper Rotate the instrument and mark the point of fall of the center of optical plummet on the paper at every 90 As illustrated Point A B C D 3 Draw lines
131. gn road menu OK File import Job OK VT AL Import Overwrite File NO ES VTAL Import From B 2 TXT To A JOB1 VCL Finishing 107 K LIDA 19 1 7 Receiving Horizontal Alignment Data The horizontal alignment can be transferred from computer to instrument by using alignment elements The default definition should be included The default definition consists of the start chainage and the point s coordinate Alignment element consists of point straight line arc and transition curve The format for each record KEYWORD nnn nnn nnn START Chainage E N STRAIGHT Bearing distance ARC Radius arc length SPIRAL radius length PT E N Radius Al A2 Al A2 length Example 1 START 1000 000 1050 000 1100 000 STRAIGHT 25 000 48 420 SPIRAL 20 000 20 000 ARC 20 000 23 141 SPIRAL 20 000 20 000 STRAIGHT 148 300 54 679 Example 2 START 1000 000 1050 000 1100 000 PT 1750 000 1300 000 100 000 80 800 PT 1400 000 1750 000 200 PT 1800 000 2000 000 Before downloading data make sure that the receiving software in computer and the instrument are in the same parameters setting To transfer data from computer you should have corresponding program the required format for data can be provided by the software and the data can be sent in any parameter method 108 K LIDA gt PROCEDURE Operating Procedure Ope
132. he horizontal distance elevation difference and the slope distance by pressing SHV In advance allocate the function key to display RCL For the allocation method see 20 Key Function 43 Allocation gt PROCEDURE Operating Procedure Operation 1 In MEAS mode display the screen in which RCL is registered and press RCL IRCL 2 The stored data which is most recently measured is displayed 3 Each time SHV is pressed S slope distance H horizontal distance V height difference are displayed altemately SHV 4 Press Esq to retum to MEAS mode l 9 5 Output Data to a Computer K LIDA Display MEAS PC 30 PPM iB S 0 156m L ZA 34 45 09 HAR 126 31 23 P sD SHV RCL IEDM RCL 1 S 0 156 m ZA 34 45 09 HAR 126 31 23 SHV RCL 2 N 1234 856 E 3445 988 Z 1223 778 SHV RCL 1 H 0 089 m ZA 34 45 09 HAR 126 31 23 SHV MEAS PC 30 PPM i S 1234456m L ZA 34 45 09 HAR 126 31 23 PI SD SHV IHSET EDM The data of distance measurement can be quickly output to a computer In advance allocate the function key to display Allocation 44 DOUT For the allocation method see 20 Key Function gt PROCEDURE K LIDA Operating Procedure Oper
133. hip between the different modes and presents tables of the menus for each mode Mode Diagram Status Display Measuring Mode Memory Mode Setting Mode 14 1 Quick guide Measurement Meas S 111 3742 m ZA 9293625 HAR 120 3010 Sp SHV HSET State Screen 2009 10 10 odel KTS440 RC lo S129260 10 00 48 Version 09 10 10 Job A JOBO1 JOB Meas Mem Memory 1 1 Working job 2 Known data 3 Code 4 Road design 5 Format ESC K LIDA Record 1 Station data JOBO1 f 2 Backsight data 3 Angle data 4 Distance data 5 Coord data 6 Dist and Coord data Menu mode Menu 1 1 Coordinate 2 Set out 3 Offset measurement 4 Missing line 5 Remote measurement l CNFG Config 1 Observation condition 2 Instrument parameters 3 Date and time 4 Communication para 5 Unit setting 6 Key function MEAS mode menu 15 16 K LIDA Name Function SD HD or VD Distance measurement SHV Select distance mode Select between slope distance horizontal distance height difference OSET Set horizontal angle to 0 HSET Set known horizontal angle RL Select horizontal angle nght Left REP Horizontal angle repetition measureme
134. ht line When the start point or other line style is well defined it allows you to define straight line A straight line consists bearing angle and distance the distance value can not be minus Operating Procedure Operation 1 Press STR key in the Input Process Screen the Define Straight Screen 2 Enter the bearing of straight line press ENT key to access next entry option after straight length press ENT key 3 PressOK to record this alignment data and display the bearing angle and the chainage in the end of straight line Now other alignments can be defined When the straight line is in the middle of the road the bearing is calculated from the original elements To change this bearing angle input a new angle manually OK Display Define HZ AL Chain 1000 000 B AZ 0 00 00 1 srk aR Straight AZ 0 0000 Distance 0 000 m OK Define HZ AL Chain 1020 000 B AZ 4 25 00 2 STRI ARC TRNS PT 97 K LIDA Circular Curve ARC Radius Press ARC key in the Main line Input Screen the circular curve can be defined Circular curve consists of Arc length and Radius The rule of radius value along the forward direction of the curve When the curve rotates to right the radius value is positive When the curve rotates to left the
135. ing SFT key An I is displayed on the right side of the screen when in alphabet entry mode Alphabet entry mode SFT Numeral entry mode Entry in alphabet and numeral mode is performed as follows Eg Character entry JOBM2 ad Procedure Operation Display Enter Alpha numeric input mode Mem Character Entry each key stands for three alphabets Alpha Code AE and one number Key Press the key the first alphabet will be shown on the cursor position Press the key by four times the number will be shown 2 Press SET to enter numeral input mode Mem CharacteEntry Code JOBM2 13 K LIDA Mem Character Code JOBM2 Saving 3 When the entry is finished press ENT The original screen is restored 6 DISPLAY SYMBOLS Some symbols are used in MEAS mode Their meanings are presented below Symbol Meaning PC Prism constant PPM Atmospheric correction ZA Zenith angle Zenith 0 VA Vertical angle horizontal 0 horizontal 0 90 Slope in S Slope distance H Horizontal distance V Height difference HAR Horizontal angle right HAL Horizontal angle left HAh Horizontal angle hold A Tilt angle compensation ON 7 MODE CONFIGURATION KTS440R RC operates in a series of modes depending on your measurement need This section explains the relations
136. instrument station coordinates and backsight station coordinates which have already been set Sight the backsight point by a key operation the azimuth angle of the backsight station will be automatically set Backsight Point Azimuth Station Point 10 2 1 Set backsight point by Angle It allows you to set backsight azimuth angle by inputting angle value directly P Steps Operation procedures Key Display 1 Under coordinate measurement screen usd A V mee t Data to select 3 Back sight data PressENT or 1 Angle 2 ree numeric key 3 displays as right choose 1 i Angle 49 K LIDA Input angle 2 Input Azimuth and press OK key value Set Azimuth HAR ox 5 OK Set Azimuth OK Sight BS point 3 Sight at backsight point and YES ight at backsight point and press 1200000 Record BS data 4 Finish azimuth zetting and retums to coordinate Coordinate measurement screen 1 Observation l 2 Stn Data 3 Back sight data 10 2 2 Set backsight point by coordinate You can set backsight azimuth angle by inputting backsight coordinate the machine calculates azimuth angle by station point coordinate and backsight coordinate Operation Procedure Key Display Backsight data 1 Angle 1 In backsight setting menu choose 2 coord 2 Coord 2 Coord
137. ircle indexing is completed 2 3 4 The parameters are set in conformity with measurement conditions 5 The atmospheric correction factor has been set the prism constant correction value has been set the distance measurement mode has been selected 6 The center of the target is correctly sight the light intensity of the returned signal is sufficiently high PROCEDURE S H V selection and distance measurement Operating Procedure Operation 1 In the first page of MEAS Mode press SH V to select the desired distance mode SHV Each time SHV is pressed the distance measurement mode changes S slope distance H horizontal distance V height difference 2 Press SDIST when measurement starts EDM information distance mode prism constant correction value atmospheric correction factor distance measurement method is represented by a flashing display SDIS I Display Meas PC 30 PPM 0 wb S m L ZA 89 59 54 HAR 117 31 50 Pil SDIST SHV Hse EDM Dist Dist PC 30 PPM 0 Fine r 42 3 When distance measurement is completed a short beep sounds and the measured distance data s vertical angle ZA and horizontal angle HAR are displayed K LIDA The result of repetition measurement is displayed Dist PC 30 PPM 0 i3 S 1234 569m L ZA 89 50 54 HAR 117 31 50 STOR During aver
138. kind of laser instrument b Relevant laser warning symbols should be easily identified within the operating range c Prevent any person to look straight at or use optical instrument to observe the laser beam d To prevent the harm caused by laser block the laser beam at the end of the working route When the laser beam exceeds the limit area harmful distance and when there are motivating persons stopping the laser beam is a must e The optical path of the laser should be set higher or lower than the line of sight f When the laser instrument is not in use take care of it properly The person who is not authenticated is not allowed to use g Prevent the laser beam from irradiating plane mirror metal surface window etc especially beware of the surface of plane mirror and concave mirror Harmful distance means the maximum distance between the start point and the point which the laser is weakened to a degree that doesn t harm people The harmful distance of built in laser unit is 1000m 3300ft When the operation is beyond this range and laser beam is weakened to Class 1R direct staring at laser beam is less harmful 8 K LIDA 3 NOMENCLATURE Collimator Battery Locking Objective Lens Battery Optical Plummet Horizontal Clamp Instrument Center Horizontal Tangent Display Circular Level Leveling Screw Adjustment Screw for Circular Level K LIDA Telescope Focusi Telescope Focusi
139. layed l 0 006 B Press lt gt then press CRD to show the Setting CA T 0 300 out Guidance screen The value which is ZA 89 45 20 displayed on the fourth line is the height CRD HAR 150 16 54 difference to the point to be set out The arrows REC SHV CRD which contain 2 triangles show the required direction to move the prism Ifyou want the difference to the point displayed as the coordinate values press lt gt again after measurement is completed gt 0 00 00 8 Press CRD move the prism up and down to T 0 000 B display the height difference value tobe 0m ii 0 003 When it is near 0 m both the arrows are ZA 89 45 20 displayed When the values which display on CRD HAR 150 16 54 the second third fourth lines are 0 the point to REC SHV sl CRD be setout is found Meaning of arrows Tt Moveupwards Move downwards Note Press on keyboard to change target height Set out 1 Observation 9 Press Esq to retum Setting Out 2 Set out measurement menu screen 3 Stndata To set out the next point repeat the procedure 4 Back sight data from step 4 5 EDM 11 4 Distance Measurement Parameters Setting It is possible to set distance measurement parameters here such as temperature pressure atmospheric correction prism constant correction and distance measurement mode The user should set above parameters before measurement 62 K LI
140. le or needs to be changed press LIS I key All jobs v will be displayed in 4 pages the numbers on i right side show the record amount JOBO JOBO2 4 Finish the imputting and return to previous menu Mem JOB 1 1 JOB selection 2 Coord read JOB 3 JOB Export 4 Coord Import 5 Comms output 20 1 7 Job Export This operation requires SD card It is to export working job from local disk to SD card The exported file will be 130 transformed to txt format K LIDA gt PROCEDURE Operating Procedure Operation Display Mem JOB 1 f 1 JOB selection 1 Select 1 JOB in the Memory Mode 1 JOB 2 Coord read JOB Screen and press ENT or press numeric key 1 3 JOB Export al ENT 4 Coord import the JOB Management Screen is displayed 5 Comms Output Select ajob 2 Select 3 JOB Export then press EN I 3 JOB Job J0BI or press numeric key 3 Export i EN I ILIS I OK 6 a File output Then input the filename or v Job Or press to enter Job list and choose job Then press ENT LIS JOBOL JOBO2 4 The operation as right 5 Finish the imputting and return to previous menu From A job Job To B JOB TXT Finishing Mem JOB 1 1 JOB selection 2 Coord read JOB 3 JOB Export 4 Coord import 5 Comms Output 131 20 1 8 Coordinate Import It
141. le to switch between Right Angle horizontal angle clockwise display and Left Angle horizontal angle counterclockwise display In advance allocate the function keys to display R L Refer to 22 Key Function Allocation 35 K LIDA gt PROCEDURE Operating Procedure Operation Display Allocate 1 InMEAS mode display the screen in which the HAR is registered Horizontal angle display function becomes HAR keys to ZA 89 59 54 HAR 117 31 50 display 2 Press R U horizontal angle display switches from HAR to HAL HAL 360 HAR ZA 89 59 54 HAL 142 28 10 El SD SHV RA 8 4 Horizontal Angle Repetition To find the horizontal angle with greater precision perform repetition measurement In advance allocate the function keys to display REP Refer to 22 Key Function Allocation Backsight point foresight point 3rd meas starts 3rd meas end average of three measure ments is displayed 2nd meas end average of two measure 2nd meas starts es ments is displayed etmeaz a ns Ist meas end the angle between two points displayed 36 gt PROCEDURE K LIDA Operating Procedure Operation 1 In MEAS mode press REF Repetition BS REP Sighting Screen is displ
142. le was deleted the filename which have been changed will restore to its default name automatically Procedure Key display 1 JOB selection Enter the Job Selection screen LIS Job JOB2 LIST Enter disk list and choose a disk for creating new job OK LIST Enter job list Disk A OK Disk B ATTR IFORMA O 2 Enter page 2 by pressing G3 Press DEI it displays the selected job Confirm for delete it 4 Press OK to finish deletion and turn back to previous menu OK JOB1 JOB JOB2 JOB DEL Delete file JOB01 JOB Sure to delete ICE JOB2 JOB OK 129 K LIDA 20 1 6 Coordinate Selection Coordinates can be selected through below operation gt PROCEDURE Operating Procedure Operation Mem JOB 1 f 1 JOB selection 1 Select 1 JOB in the Memory Mode 1 JOB 2 Coord read JOB Screen and press ENT or press numeric key 1 as 3 JOB Export o ENT 4 Coord import the JOB Management Screen is displayed 5 Comms Output Coord Read JOB 2 Select 2 Coord read JOB then press 2 IENT or press numeric key 2 Contd Job JOB1 read JOB t 3 Input the filename to be selected JOB selection A Job Press Aor Wkey to move the cursor onto the fi
143. llowing standards TEC 60825 1 2001 SAFETY OF THE LASER PRODUCT Class 3R II a laser product It is harmful to observe laser beam continuously User should avoid sighting the laser at the eyes It can reach 5 times the emitting limit of Class2 II with a wavelength of 400nm 700nm Warning Continuously looking straight at the laser beam is harmful K LIDA Prevention Do not stare at the laser beam or point the laser beam to others eyes Reflected laser beam is a valid measurement to the instrument Warning When the laser beam is shooting at prism mirror metal surface or window the reflector laser beam is also harmful to eyes Prevention Do not stare at the locations with laser reflection When the reflectorless function is enabled for EDM do not stare beside the laser beam or prism Collimating the prism via the telescope unit is requested only Warning Incorrect application of Class 3R laser equipment is very dangerous Prevention To avoid being hurt you must pay particular attention to the precaution measures and keep it under control within the distance of possible danger according to standard IEC60825 1 2001 The following explain the key sections of the Standard Laser instrument of Class 3R is applicable outdoors and in construction field measurement defining lines leveling a Only those persons who are trained with related course and authenticated are allowed to install adjust and operate this
144. locations in Key Allocation Mode RECORDING Display new key allocations T Sumas SN T ZUS ISN ZUM S LJW J Call Out 3 Read in 22 1 Allocation and Registration It is possible to set new key allocations in the Key Allocation Screen When new key allocations are set the content of the function keys in MEAS Mode are displayed This allocation is recorded in the instrument until they are set again It is possible to register two kinds of allocations User setting 1 and User setting 2 NOTE When soft key allocations are recorded and registered the previously recorded settings are cleared 160 K LIDA It is possible to allocate the functions displayed in the Setting Mode Screen to the soft keys The following functions can be allocated to the soft keys 1 SD HD VD Distance measurement 2 SHV Select distance mode slope distance horizontal distance height difference 3 Oset Set horizontal angle to 0 4 H ANG Set required horizontal angle 5 R L Select horizontal angle nght Left 6 REP Repetition Measurement 7 HOLD Hold horizontal angle release horizontal angle 8 ZA Switch between zenith angle slope in 9 HT Set the instrument height and target height 10 REC Data recording 11 REM REM measurement 12 MLM Missing line measurement 13 RCL Display final measurement data 14 View Display observation data for the selected JOB 15 EDM
145. ment data 1 Point number Target point number 2 Code press CODE to read in code 3 Target height press R After each entry press ENTI IREC Maximum point number size 14 characters Maximum code size input 16 characters 7 Press SAVE to record the data and return to Offset Menu Screen SAVE To return to Offset Measurement Menu screen press ESC K LIDA N 10 29m E 50 22m Z 104m Pt 10 Code KOLIDA SAVE RHT CODE Input Tgt h Tgt h 0 000m IOK Offset 1 Offset Dist 2 Offset Angle 3 Offset 2D 4 Stn data NOTE vzn step 4 offset distance entry range 9999 999 m Input unit 0 001 m yxDirection of offset point offset point on the right of the target point lt offset point on the left of the target point 1 offset point in the front of the target point offset point behind the target point y lt Re observation of the offset point 12 2 Angle Offset Measurement OBS Install offset points for the target point on the right and left sides of and as close as possible to the target point The target height and the height of offset points should be identical 67 Target Point K LIDA l Prism Prism j Offset point fot point gt PROCEDURE
146. mport Screen and press EN or press numeric key 2 Known 3 coord export 2 the Known Point Menu Screen is data 4 comms input 5 comms output displayed ENT 6 clear 2 Select 3 coord export and press EN to File output enter the display for coord output input or Job import the data job name or press LIST to 3 Coord export choose the txt file in SD card Press OK ENT ILIS OK 137 K LIDA 3 After the export of all the coordinate data has Job Export been completed it returns to the Known From A Coord PTS Point Menu Screen To B JOBI TXT Data export accomplished 20 2 4 Entering coordinate data from computer The format of the coordinate data is the SDR33 There are two formats see below 1 Dg 123 456 1234 123 12 345 BE122 CODE SUM CRLF a b c d e f Data identification code N coordinate E coordinate Z coordinate 2 The coordinate format which is provided by KOLIDA software Point number E N Z CRLF First edit coordinate format with KOLIDA communication software on computer Second set communication parameters on total station Refer to 23 1Changing Instrument Parameters Operating Procedure Operation Display 1 Key in coord 2 coord import 1 Select 2 Known data in the Memory 2 Known 3 coord export Mode Screen and press ENT to show the da
147. mport ta screen 3 coord export 4 comms input 5 comms output 6 clear 20 2 6 Clearing Coordinate Data from Memory This operation is for deleting all coordinate data in intemal memory Operation Procedure Key Display 1 Key in coord lt 2 coord import 1 Under memory mode choose 2 Known oo 3 coord es ot data and press E N to enter known point screen 4 comms input 5 comms output IE ENT 6 clear 2 Choose clear and press EN To enter the 6 clear Known data Clear confirm display for data clearing YES to delete INO to cancel INO YES 139 4 data clear display returns to known data screen Key in coord coord import coord export comms input commis output clear K LIDA 20 3 Input Codes It is possible to save codes in memory It is possible to read in codes registered in memory when recording instrument station data or observation data gt PROCEDURE Operating Procedure Operation Display Mem Code i sie a 3 Code 1 Key in code 1 Select 3 Code in the Memory Mode 2 Code import Screen and press ENT or press numeric ENT 3 receive code 4 Clear list key 3 the Code menu screen is displayed 2 Select 1 Key in code and press EN or press numeric key 1 VEW RCH DE Apo 3 Mem Code
148. n the leveling screw A and B to move the bubble in the circular level in which case the bubble is located on a line perpendicular to a line running through the centers of the two leveling screw being adjusted 18 K LIDA 4 Leveling by the plate level Rotate the instrument horizontally by loosening the Horizontal Clamp Screw and place the plate level parallel with the line connecting leveling screw A and B and then bring the bubble to the center of the plate level by turning the leveling screws A and B Footscrew C _ Footscrew A F pets crew B 2 Rotate the instrument 90 100g around its vertical axis and turn the remaining leveling screw or leveling C to center the bubble once more Footscrew C Footscrew A Footscrew B 3 Repeat the procedures D2 for each 90 100g rotation of the instrument and check whether the bubble is correctly centered in all directions 5 Centering by using the optical plummet 1 Set tripod Lift tripod to suitable height ensure equal length of three legs spread and make tripod head parallel to the ground and place it right above the measurement station point Prop up tripod on the ground and fix one leg 2 Install instrument and collimate the point Set instrument carefully on tripod tighten the central connecting screw and adjust optical plummet to make the reticle distinctly Hold the other two unfixed legs with both hands and adjust position of these two legs through observation
149. nerally the user needs not to set this item If through strict measurement ex in standard baseline field and by special measuring organization it is necessary the user can do that The Additive Contant is effective under Prism mode only measuring distance with prism 28 K LIDA 7 6 Setting LCD Contrast gt PROCEDURE Operating Procedure Operation Display Config 1 Obs Condition 2 Instr const 1 From Status Mode Press CNFG to enter 3 Date amp time 4 Comms setup config mode ICNFG 5 Unit 6 Key function 2 Instr const sad R 1 VO AXIS CONST 2 After selecting 2 Instr const press EN Instrument 2 VO Adjustment Press numeric key 2 is also ok to enter constant 3 Collimation 4 Horizontal Axis instrument constant setting screen 5 Instr Const 6 Contrast Adj 3 Contrast adjustment 3 Select 3 Contrast ADJ press ENT Press Contrast Level 6 numeric key 3 is also ok to enter contrast ADJ adjustment screen ENTI 1 Contrast adjustment Level 5 4 Press F2 or F3 to adjust contrast F2jor F3 7 Instr const e 1 VO AXIS CONST 5 Finished setting press ESC or ENT fretum to 2 VO Adjustment instrument constant screen ESC 3 Collimation 4 Horizontal Axis or ENT 5 Instr Const 6 Contrast Adj
150. new point 100 000 m 10 000 m 1 000 m 001 KOLIDA K LIDA 20 2 Known point Data Import It is possible to register coordinate data in memory in advance The coordinate data which has been registered can be output during setting for use as instrument station backsight station known point and setting out point coordinate data Coordinate data is stored in a part of the memory separated from JOB data There are two registration methods key entry and entry from an extemal instrument 20 2 1 Input coordinate of known point gt PROCEDURE Operating Procedure Operation Display 1 Select 2 Known data in Memory Mode 1 Key in coord 2 Known 2 coord import Screen and press E N or press numeric key data 3 coord export 2 the Known Point Menu Screen is 4 comms input 5 comms output displayed 6 clear 2 Select 1 Key in coord and press ENT the P N 110 000m IE L Key in N 100 000m Coordinate Data Entry Screen is displayed coord N 10 000m Press ADD to set the following items Z Pt 001 l Code KOLIDA N E Z coordinate values point name code REG After each entry press ENI IADD 4 Press REC to record the coordinate value 1 Key in coord So 2 coord import into memory next it is possible to enter 3 coord export other coordinate data IREC 4 comms input ee i 5 comms
151. nt HOLD Horizontal angle Hold Release ZA Switch between Zenith angle slope in HT Set the instrument height and target height REC Data recording REM REM measurement MLM MLM measurement RCL Display final measurement data VIEW Display observation data for the selected JOB EDM Setting EDM atmospheric correction and target distance measurement mode setting COORD Coordinates measurement S O Setting out measurement OFFSET Offset measurement MENU To menu mode RESEC Resection measurement D OUT Output measurement result to external equipment F M Switch between meters feet AREA Area calculation ROAD Design and Set out road PROJ Point Projection LINE Line Setout REC Mode Menu Name Function Stn data Occupied station data recording Backsight data Record backsight bearing angle and coordinate data Angle data Angle measurement data recording Dist data Distance measurement data recording K LIDA Coord data Coordinates measurement data recording Dist and Coord Record distance and coordinate data Note Note data recording View Review job data 3 Memory Mode Name Function JOB JOB selection and management Known data Known data input and management Code Code input and management Define roads Design of road date U disk mode connect PC Initialize Restore factory setting All file management and editing of document Grid factor Grid factor 17 K LIDA PART 1 PREPARA
152. ode 1 JOB 2 Coord read JOB Screen and press ENT or press numeric key 1 3 JOB Export ES ENT 4 Coord import the JOB Management Screen is displayed 5 Comms Output Select a job 2 Select 5 Comms output ee then press ENT or press numeric key 5 output Job JOB1 OK Comms output Transfer USB 3 Choose the job name and press EN I to start Job AA Job JOB output Mem JOB 1 SIE p 1 JOB selection a the imputting and return to previous gt Coord read JOB 3 JOB Export 4 Coord import 5 Comms Output 133 K LIDA 20 1 10 Comms input It allows user to transfer data from computer to total station and restore it in working jobs First edit the coordinate data by KOLIDA data transmission software in the computer Second set the data communication parameters in total station and computer Operating Procedure Operation Display Mem JOB 1 f 1 JOB selection 1 Select 1 JOB in the Memory Mode 1 JOB 2 Coord read JOB Screen and press ENT or press numeric key 1 3 JOB Export i436 ENT 4 Coord import the JOB Management Screen is displayed 5 O Guat E 2 me Mem JOB 2 6 Comms input 7 Key in Coord JOB selection 6 Comms 2 Select 6 Comms input then press EN or input press numeric key 6 ji Job JOB1 ENT si on Comms input Transfer
153. of Meas Resection Pt 1 Mode N 0 000 m iB Enter coordinate values for the 1 st known point E 0 000 m Z 0 000 m and press ENT IR Stopping an entry in progress ESC READ IREC OK Reading in data READ Record data REC j Resection Pt 2 2 Wh te for the 1 st point hi Ente 2 When coordinate entry for the 1 st point has nter N n A been completed press OK The 2 nd Point coordinate E 0 000 m Setting Screen is displayed values Z 0 000 m Repeat step 1 to enter the coordinates of all the MEAS IREAD REG OK known point Resection N 4456 343 Bb E 4321 890 3 When all required known points have been MEAS Z 215 557 set press IMEAS Sight Pt 1 ANG IDIS Resection Dist PC 0 4 Sight the 1 st known point press PPM 0 angle measurement only Or press DIS Fine S angle and distance measurement When is selected the Observation Start Screen is STO displayed 5 When the measurements are completed of Resection Pt 1 when STOR is pressed after the measurement values are displayed during repeat measurement S 353 324 m When ANG i has been selected the distance can YES ZA 21 34 50 not be displayed HAR 78 43 12 If adopt the result enter the target height of the Or NO Teth 1 560 m first known point and press YES Then go to NO YES observe next known point Discard the result press INO 79 K LIDA
154. of optical plummet As it approximately aims at the station point make all three legs fixed on the ground Adjust three leg screws of the instrument to make optical plummet collimate precisely to the station point 3 Use circular vial to roughly level the instrument Adjust length of three legs of tripod make the circular vial bubble of the instrument in the middle K LIDA 4 Use plate vial to level the instrument accurately DRotate the instrument horizontally by loosening the Horizontal Clamp Screw and place the plate vial parallel to the line connecting leveling screw A and B and then bring the bubble to the center of the plate vial by turning the leveling screws A and B Rotate the instrument 90 C make it perpendicular to the connecting line of level screws A and B Tum level screw C to make the bubble of the plate vial in the middle 5 Precisely centering and leveling Through observation of optical plummet slightly loosen the central connecting screw and move the instrument evenly Don t rotate the instrument making the instrument precisely collimating to the station point Then tighten the central connecting screw and level the instrument precisely again Repeat this operation till the instrument collimate precisely to the measurement station point 3 BATTERY DISMOUNTING INFORMATION RECHARGING Battery Removal Caution yx Before taking the battery off make sure that the power is turned off Otherwise the instrument can be
155. ould be moved to The height difference of the point to be set out is displayed on the fourth line The arrow indicates the direction which the prism should be moved to If to show the values in coordinates format press k when the measurement is finished 9 Rotate the EDM part of the instrument to Set Out make the displayed value to be 0 the second e 0 00 00 7 882 line When the difference of the measured 79672 angle value and the required value is within S A 2 131 m 30 there are two arrows displayed on an pace screen IREC SHV CRD The meaning of arrows lt Move the prism to left Move the prism to right Restore the Set Out Observation Screen Set Out 10 Place a prism on the sight direction and sight it CRD SetOut PSM 0 Press CRD to start distance set out PPM 0 Fine s measurement Press to select the Set Out measurement mode D Move the prism to make the displayed value which is displayed on the third line be 0 m press CRD to start measuring When the difference value between the distance set out value and the measured value is within 1cm there are two arrows displayed on the screen When the distance measuring mode is repetition or tracking measurement it is possible to display the results directly after Set Out gt 0 00 00 tI 0 000 t 79 672 SA 12 234m ZA 96 15 29 HAR 295 00 02
156. out dHA the horizontal angle difference to the point to be set out 7 Sight the prism and press CRD When the measurement is finished the Setting Out Obsevation screen is displayed ICRD 118 K LIDA Alignment Setout Chain 1000 000 8 Offs 2 150 HtDi 0 150 Teth 2 000 m Pil LOFS ROFS CHG LCHG Alignment Setout Np 8 888 m Ep 199 200 m Zp 80 000 m OK Set Out SO H m H 0 m ZA 96 15 29 HAR 331 14 35 dHA 36 14 35 REG SHV k HD Set Out SetOut PSM 0 PPM 0 Fine s Set Out SO N 2 369 E 8 044 Z 79 672 ZA 96 15 29 HAR 331 13 46 dHR 36 14 35 Rec SAY EA 8 Press lt gt then press CRD To display the SetOut guide screen K LIDA The angle value which displays on the seond Set Out line is the difference of the measured angle k 36 13 46 value and the required set out value The 7 882 arrow indicates the instrument should be CRD t 79 672 tumed to which direction S A 2131m The distance value which displays on the third ZA 96 15 29 line is the difference between the measured HAR 331 13 46 value and the required distance setout value REC SHV k The arrow indicates the direction which the prism sh
157. perating Keys Name Function 12 S Cancel previous operation and return from MEAS mode to Status Screen HE 1 Change page 2 Enable target height inputting in staking out missing line and remote measurement SFT Tum SHIFT mode ON or OFF switch number input and alphabet input BS Delete a blank left SA 1 Spacebar in IME Input Method Editor 2 Modify the distance measurement parameter A Move cursor select options up view the previous data in data list y Move cursor select options down view the next data in data list lt Move cursor to the left Select another options view the previous page in data list gt Move cursor to the left Select another options view the next page in data list Confirm to entry or save data on that line and move the cursor to the next line Alphanumeric keys with shift mode OFF K LIDA Name Function STU GHI Alphanet input enter the alphanet on the top of key 1 9 1 9 Numerical input Selection menu item Input decimal point Input symbol Enter Auto Compensation interface None Input mode Input minus symbol Input symbol i len Enter the laser guidance interface None Input mode 5 CHARACTER ENTRY Job names data numbers codes etc are entered to KTS 440 L R using letters off the alphabet and numerals Change between alphabetic and numerical entry by press
158. press E N or press REC Note KOLIDA SAVE numeric key 7 the Note Entry Screen is 7 Note displayed and the final note data prepared is displayed ENT 3 Enter the note and press SAV H to restore the Record Mode Screen SAV H Maximum note length 60 characters 21 8 Reviewing JOB Data 7 note 8 view It is possible to display the data within the JOB which is selected In advance allocate the function key to display K LIDA VIE W Refer to 22 Key Function Allocation It is possible to search for data within the JOB to be displayed by point number but the note data can not be searched gt PROCEDURE Operating Procedure Operation 1 Press REC in the second page of MEAS Mode The Record Mode Screen is displayed IREC Display 7 note 8 view 2 Select 8 view and press ENT the Point Number Display Screen is displayed Cursor up or down Aor Y Page previous or next orsi ISRCH Checking by point number IDE Delete point number ADD Add new coordinate 3 press VIEW and enter the display as the picture on right Show the first data Show the last data VIEW 101 102 103 104 VEW RCH 157 4 Press Esq to retum to previous menu
159. r All code data in memory can be deleted by this operation gt PROCEDURE Operating Procedure Operation Display Mem Code 3 Code 1 Key in code 1 Select 3 Code in the Memory Mode Screen and press key 3 the Code menu screen is displayed ENTI or press numeric Code import 2 3 receive code 4 Clear list 141 K LIDA Code deletion 4 2 Select 4 Clear list and press Clear Clearlist EN I or press numeric key 4 list NO ENT 3 Mem Code 1 Key in code YES Confirm for deletion YES 2 Code impart INO Undo the previous operation 3 receive code 4 Clear list Road design The designs for road data also can be carried out in memory moder for the operation please take chapter 19 Road design as reference 20 4 Memory mode In this mode user can manage the transferring and editing of file by PC gt PROCEDURE Operating Procedure Operation Display 1 Select 5 U Disk Mode in the Memory Momory 1 5 U Disk 1 JOB Mode Screen and press ENT or press numeric Mode 2 Knowm data key 5 3 code ENT 4 define roads 5 UDisk Mode U Disk Mode 2 Enter the display for connecting Connected to PC ExT 3 Double click my computer you see the local disk I total station and mobile disk H SD card T 2 dus ARO
160. r Angle Setting screen 5 EDM Set the bearing angle while referring to 10 2 ENT Azimuth angle setting The setting out Measurement Menu screen is displayed S O 4 Select 2 Set out and press ENT Np Ep 2 Np 1223 455 Zp are the coordinates of the point to be set out Set out Ep 2445 670 After each entry press KL Zp 1209 747 Stop entry in progress ENT Tet h 1 620m Reading in data REC REC Recording data SO H 2 193 m H 0 043 m 5 After entering above data the required ZA 89 45 23 distance and horizontal angle will be OK HAR 150 16 54 automatically calculated and displayed on dHA 0 00 06 screen Press OK to enter the setting out REC SHV k observation screen 61 K LIDA SO N 0 001 6 Perform the procedure from the step 5 to step E 0 006 B 10 in 11 1 Distance Setting out Measurement SHYV Z 5321 to find the point to be set out To find the height cle HAR 150 16 54 of the point to be set out press SHV to display CRD dHA 0 00 02 CRD Press CRD to begin Elevation IREC SHV lt CRD Setting out Measurement 7 When the measurement is completed the 0 00 00 Setting out Observation Screen is disp
161. radius value is minus The arc length can not be minus Operating Procedure Operation Display Define HZ AL Chain 1000 000 B 1 Press ARC key in the Input Process ARC AZ 0 00 00 Screen the Define Arc is displayed 1 STRI ARC TRNS PT Enter Arc radiusand Radius 0 000 m 2 Enter radius and arc length then press ENT arc length Arc length 0 000 m to record this data A Define HZ AL Chain 1020 000 B OK AZ 75 37 11 3 Press OK to record the alignment data Transition curve 98 o Circle kJ Radius Circle Straight line Radius er Straight line K LIDA Press RNS key in the Main Line Input Screen the transition curve can be defined Transition curve consists of the minimum radius and arc length The rule of radius value along the forward direction of the curve When the curve rotates to right the radius value is positive When the curve rotates to left the radius value is minus The arc length can not be minus Operating Procedure Operation Display Define HZ AL Chain 1000 000 B 1 Press RNS key in the Input Process TRNS AZ 0 00 00 Screen 1 STRI ARC TRNS PT Enter the Transition minimum Radius 0 000 m 2 Enter
162. ration Display Define road 1 l define HZ AL 1 Select 7 Receive HZ AL in the Define 2Edit HZ AL Roads screen 3Define VT AL 4Edit VT AL 5HZ AL Import Define road 2 VT AL Import Receive HZ AL Receive VT AL Delete HZ AL 10 Delete VT AL Oo won A Receive HZ AL 2 Start receiving software in computer when the KTS displays Ready press OKI OKI Ready if you select USB communication then it shows 4nitializating USB Receive HZ AL 3 Ifany alignment data is existed in memory it will display Overwrite file Press YES to begin receiving press NO to exit IYESI Overwrite file If there is no alignment data see step 3 Receive HZ AL 4 Start receiving To stop receiving press Tansfer USB ST R JOB A JOB1 HAL Receiving 19 1 8 Receiving Vertical Curve Data The vertical curve data can be transferred from computer to instrument by using character point and chainage The vertical curve data shoud consists of elevation curve length The start and end curve length should be 0 109 Data format Chainage elevation length For example 1000 000 50 000 0 000 1300 000 70 000 300 000 1800 000 70 000 300 000 2300 000 90 000 0 000 K LIDA gt PROCEDURE Operating Procedure Operation Display Define road 2 6 VT AL Import 1 Sel
163. rd to record data System will creates a new point E number by adding 1 on the base of last point SAVE 7 number user can use this number directly or create another number by himself Pt S520004 In order to avoid duplicate record the function key REC will not show up until a new measurement happens Coordinate 5 Press OBS to measure the coordinates again in Record Mode Bra Coord PC 0 K B S PPM 0 Fine S 1 Stndata JOBOI f 2 Back sight data 3 Angle data 4 Dist data 5 Coord data 6 Dist coord data l 7 Press to return to record mode screen ESC measure coordinate and record distance and coordinate data automatically By using key it allows you to measure coordinate and record the result under record mode The point number will be original number plus 1 codes remain the same A fter recording the result will be displayed for 2 seconds and it returns to the previous screen before pressing AUTO Offset measurement under Rec mode OFFS Refer to 12 offset measurement 21 7 Recording Notes This procedure prepares note data and records it in the JOB which is selected gt PROCEDURE Operating Procedure Operation Display 7 note 8 view Q Press REC in the second page of MEAS Mode The Record Mode Screen is displayed REC Enter Page 2 156 2 Select 7 Note and
164. ress ADD in the Resection Result Screen ADD dHD 0015 mm 0012 mm R AO RE AR 81 K LIDA Resection Pt4 a N 4116 343 When the former known points are not observed E 4021 840 oh Z 200 557 right upper screen is displayed Please take the fourth point DSI Resection Pt4 When the observation for former known points is N 0 000 m E 0 000 m finished and some known points are in adding Z 0 000 m neither screen is displayed MEAS READ REC OK gt When there is a known point not yet measured perform measurement using the same procedure beginning with step 3 in Chapter 15 Resection Measurement y lt When a known point is to be added perform measurement using the same procedure beginning with step 1 and 2 in Chapter 15 Resection Measurement gt EXPLANATION In some cases it is impossible to calculate the coordinates of an unknown point instrument station if the unknown point and three or more known points are arranged on the edge ofa single circle An arrangement such as that shown on the left is desirable A Unknown point e Known point Sometimes it is impossible to perform a correct calculation in acase such as that on the left 82 K LIDA When they are on the edge of a single circle take the following measures Move the instrument station as close as possible to the cent
165. ress ESC to return to previous screen 7 Note 8 View 20 SETTING INMEMORY MODE 124 Memory Mode Screen Memory 1 JOB 2 Known data 3 Code 4 Define roads 5 U Disk Mode K LIDA To enter Memory Mode press MEM lin the Status Screen In Memory Mode it is possible to perform settings concerning JOB and memory JOB selection Deleting a JOB Registering Coordinate Data in Memory Clearing Coordinate Data from Memory Reviewing Coordinate data Inputting codes Reviewing codes Outputting JOB data to the computer 20 1 JOB Selection 20 1 1 Current JOB Selection Before recording data select the JOB in which it is to be recorded The following data can be recorded in JOB Measurement results Instrument station data Notes gt PROCEDURE Operating Procedure 1 Select 1 JOB in the Memory Mode Screen and press ENT or press numeric key 1 the JOB Management Screen is displayed Operation Display Mem JOB 1 JOB selection 1 JOB 2 Coord read JOB E 3 JOB Export ENT 4 Coord import 5 comms output 2 Select 1 JOB Selection then press press numeric key 1 ENT or JOB selection 1 JOB Job JOB1 Selection ENT OK 125 K LIDA 3 imput the filename JOB selection A Job JOB2 or Press Aor W key to move the cursor onto the file v usr OK needs to
166. s the letter numeral to the left to the cursor ESC Erase the entered data Stop the entry Direction angle calculation BS See 10 2Azimuth Angle Setting 8 2 2 Use HOLD to set a required direction value It is possible to use the horizontal angle hold function to set the horizontal angle of the sighting direction to a required angle 34 In advance allocate the function keys to display Allocation gt PROCEDURE Under MEAS Mode screen Display the desired angle of the horizontal angle K LIDA Operating Procedure Operation Display Allocate Meas PC 30 the PPM 0 i3 1 Under MEAS mode screen Display the function L IHOLD function keys to ZA 89 59 54 displa HAR 90 01 00 play fl HOLD SDIST SHV HOLD EDM 2 Use the horizontal clamp and tangent screw IHOLD to display the required direction value Press HOLD the key start flashing press HOLD IHOLD An E again the HAR is in the hold status Meas PC 30 PPM 0 i3 3 Sight the target and pres to unlock HOLD i the angle set the sighting direction to the n r required direction value PI SDIST SHV HOLD EDM 8 3 Horizontal Angle Display Selection Right Left HOLD For the allocation method see 18 1 1Key Function It is possib
167. saving STRI ARC TRNS PT NOTE When you want to enter Al A2 from clothoid length L1 L2 the following equations are used A sJ ot Radilis 100 Ag La Radius K LIDA Any changes to the alignment must be done using the edit alignment option 19 1 2 Edit Alignment To edit the alignment select Edit Alignment from the menu gt PROCEDURE Operating Procedure Operation Display Roads 1 1 Define HZ AL 2 Edit HZ AL 1 Select 2 Edit HZ AL from the ROADS 3 Define VTAL menu 4 Edit VTAL 5 HZALIMPORT L Start Point CH 1046 000 f N 201 000 m 2 The first alignment data in memory is E 102 000 m displayed 3 Press NEX to find the alignment data to be edited READ NEXT LAST SRCH 4 Enter new data press EN to store the modified data and to enter next point Press IESC to exit without saving PRE V Press this key to display the previous point data NEX I Press this key to display the previous point data SRCH Press this key to search for data after pressing this key enter the required chainage and press data for the chainage will be displayed Straight AZ 48 3000 Distance 56 678 m PREV NEXT SRCH P14 Straight AZ 91 5631 Distance 40 000 m PREV INEXT SRCH P1 ENT th
168. shock or large temperature fluctuations can displace the red measuring beam relative to the line of sight eThe direction of the beam should be inspected before precise measurement of distances because an excessive deviation of the laser beam from the line of sight can result in imprecise distance measurements Warning Looking straight at the laser beam should be always considered as hazardous Precautions Do not stare at the beam or point it to the other people Measuring result might also available even the laser pass through body Inspection A target plate is provided Set it up between five and 20 meters away with the grey reflective side facing the instrument Move the telescope to face II Switch on the red laser beam by activating the laser point function Use the reticle to align the instrument with the centre of the target plate and then inspect the position of the red laser dot on the target plate Generally speaking the red spot cannot be seen through the telescope so look at the target plate from just above the telescope or from just to the side of the target plate If the spot illuminates the cross the achievable adjustment precision has been reached if it lies outside the limits of the cross the direction of the beam needs to be adjusted elf the spot on the more reflective side of the plate is too bright dazzling use the white side instead to carry out the inspection c 24 12 Tribrach Leveling Screw If the leveling scre
169. surement for the procedure 21 6 Recording distance and coordinate data The function can measure distance and coordinate at the same time then record distance data and coordinate data seperately in working jobs Under record mode distance measurement data and coordinate data can be saved in working jobs To avoid recording data repeatedly after recording each measured data before measuring new data it will not show the REC function Following distance measurement data will be saved vertical angle horizontal angle code target height Following distance measurement data will be saved N E Z coordinate value point name target height code Operation Procedure Key Display 6 Distt 1 Stndata JOBOI Tf j 2 Back sight data 1 In REC menu choose 6 Dist Coord data a data 3 Angle ie ENT 4 Dist data 5 Coord data 6 Distt coord data Dist Coord 1201 rec 2 The screen shows as right diagram the line 2 3 4 N 100 364 p E 234 897 with are measuring data 7 49 098 Pt SS20004 IREC 155 K LIDA 3 Press REC to record measured data with i epe the screen shows as right diagram 7 i0 Input following data point name code target REC height PL 820004 Press ENT after input all data CODE 4 When the self checking is finished Press SAVE p Co
170. ta 4 comms input t 5 comms output Known Point Menu Screen ENT 6 clear Comms input Transfer USB 2 ce 9 ee d Comms pat arid press ENT 4 Comms Job A COORD PTS the Data Format Display Screen is 2 f input Receiving displayed Press EN I again start data reception The received data amount is showed ENT STOP on the bottom of the screen 1 Key in coord 4 Data input finished display returns toknow 2 coord import 3 coord export data screen i 4 comms input 5 comms output 6 clear 138 K LIDA yx Note Before performing communication between KTS and other equipments make sure that their communication parameters should be equal Refer to 23 1 Changing Instrument Parameters 20 2 5 Sending known point data to computer Operation Procedure Key Display 1 Key in coord D P Known 2 coord import 1 Under memory mode choose 2 Known Asia 3 coord export data and press E N to enter known point screen a 4 comms input 5 comms output 6 clear 2 Choose 5 Comms output and press 5 comms Comms output Transfer USB EN I The machine starts sending known output Job A job A COORD PTS data then sending data amount shows in the Sending bottom of the screen EN T STOP 4 Data output finished display returns toknow lL Key in coond da 2 coord i
171. tance Measuring time 3 sec Minimum display Imm Tracking Measurement Measuring time lsec Minimum display 10mm Settings for distance measurements Operation Display Press EDM in page 1 of MEAS mode Set the following items Temp 20 C Press 1013 0 hPa 1 Temperature PPM 0 0 ppm PC 30 mm 2 Air A P Mode Fine s 3 Atmospheric correction factor PPM Reflector NON P 4 Prism constant 5 Distance measurement method After setting these press E Setting method and content 40 K LIDA Items Methods Temperature Methods 1 After entering temperature pressure value the atmospheric Pressure correction will be calculated automatically and PPM in 4 is displayed Atmospheric correction PPM Method 2 Directly entering the atmospheric correction factor ppm after entry the values for Temp Press are erased Prism constant Enter the prism constant correction value suited to the reflector used Measurement mode Select it with dor in following modes Fine r Fine AVG n Fine s Tracking NOTE Temperature entry range 40 60 step length 1 C or 40 140 F step length 1 F Pressure entry range 560 1066hPa step length 1hPa or 420 799 5mmHg step length ImmHg or 16 5 31 4inchHg step length 0 linchHg Atmospheric correction PPM entry range 999 999PPM step length 1 PPM Prism constant PC entry range
172. target image with respect to the reticle when the observer s head is moved slightly up and down or to the sides while looking through the telescope Parallax will introduce reading errors and must be eliminated before observations are taken Parallax can be removed by refocusing the reticle gt Power saving automatic cut off To save power power to the KTS 440 is automatically cut off if it is not operated for 30 minutes It is possible to turn the automatic power cut off function ON or OFF function Refer to 23 1 Changing Instrument parameters gt Leveling by the tilt angle display It is possible to display the state of tilt of the instrument graphically or numerically and level the instrument The tilt angle correction range is 3 5 As below press then press p Ifthe displayed angle value exceeds 3 5 the instrument needs to be leveled manually Tilt sensor XYON X 0 09 21 Y 0 O1 55 OFF KON xyON GRAPH 31 K LIDA PART 2 BASIC MEASUREMENTS This section explains the angle measurement distance measurement and coordinate measurement which three can be performed in MEAS mode Measurement data can be recorded in the intemal memory For the recording method refer to 21 Recording in Record Mode MEAS Mode Screen Meas PC 30 PPM 0 B ZA 92 36 25 HAR 120 30 10 SD SHV HSE EDM When the preparations for measurement are completed th
173. tati 1 2 PROCEDURE Operating Procedure Operation Display 1 Using the horizontal clamp and the horizontal Meas PC PPM tangent screw sight the backsight point From the MEAS mode page 2 menu press OSE I SET SET ZA 89 5925 will flash so press again set the back sight HAR 0 00 00 direction to 0 OSE l S O Meas PC 3 PPM 2 Sight the foresight point the displayed Sight L HAR value is the included angle between 2 Foresight points Point ZA 89 5925 HAR 86 40 23 OSET CRD S O 33 K LIDA 8 2 Setting the Horizontal Circle to a Required Value 8 2 1 Use HSET function to set a required direction value It allows you to set the instrument sight direction to and required direction value PROCEDURE Operating Procedure Operation Display 1 After sighting the target from the MEAS Set H angle mode page 1 press HSET enter the known HAR 000 00 i5 direction value The right angle and left angle are HSE described as HAR and HAL OK Set H angle Enter the HAR 30 25 18 known 2 Enter the known direction value from Horizontal OK keyboard press EN I the entered known value angle value displayed and press ENT ZA 92 36 25 30 25 18 KRules Press e to set the symbol of degree minute second When you correct entered data IBS erase
174. tersection Fill gt PROCEDURE Operating Procedure Operation Display Alignment Setout DP Tete fi Chain 1000 000 k3 tea PTOP ihesa oiigeai OEE ors 2150 setting out chainage and offset HT Diff 0 150 TetH 2 000 m Pa ILOFS ROFS CHG SLOPE Slope Setout Input slope aie I N T 2 Input cut fillslope and press ENT After 4 AT FillL 0 000 inputting slope press OKI to save the data OK CutR 0 000 FIIR 0 000 OK Slope Setout Choose L or R T Cut L 2 150 L ilL 3 Choose LEFT or RIGHT using function z PIT ow or Cut R 2 150 keys gt Fill R 0 000 LEF I RIGH I Slope Setout B f S m 4 Enter the screen of slope setting out ZA 96 15 29 HAR 295 00 02 MEAS STOP K LIDA 5 Sight the point that to be intercepted near the Setout slope press IMEAS to start slope setting out It Setout PSM 0 chooses proper slope from the data input in PPM 0 Fine se previews PROCEDURE Supposes the height of target point is level benchmark and STOP calculate the point to be intercepted The offset Slope Setout from measured point to calculated point is f T 7 670 iB displayed 1 001 The indication of arrow S 2 341 m ZA 96 15 29 Move prism towards station point HAR 295 00 17 t
175. that attach AC and BD and mark the intersection point of the two lines as O 4 Adjust the four adjusting screws of the optical plummet with an adjusting pin until the center mark coincides with Point O 5 Repeat the inspection and adjusting steps to be sure the adjustment is correct 6 Replace the protective cover 24 9 Instrument Constant K Instrument constant has been checked and adjusted in the factor K 0 It seldom changes and it is suggested to check one or two times every year The inspection should be made on the base line also can be made according to the following method Inspection 1 Mount and level the instrument on Point A in a plain place Use the vertical hair to mark Point B and Point C on the same line with the distance of 50m on the same line and set the reflector accurately 174 K LIDA 2 After setting temperature and air pressure in the instrument measure the Horizontal Distance of AB and AC accurately 3 Set the instrument on Point B and center it accurately measure the Horizontal Distance of BC accurately 4 Then you can get the Instrument Constant K AC AB BC K should be closed to 0 If K gt 5mm the instrument should be strictly inspected in the standard baseline site and adjusted according the inspection value Adjustment If strict inspection approves that the Instrument Constant K has changed and is not closed to 0 If the operator wants to adjust should set Stadia Constant according th
176. the minimum radius and Spiral length radius and Spiral length 0 000 m of transition curve and press E arc length OK EN Define HZ ZL 3 Press OK to record the data and restore the Chain 1028 000 i8 a OK AZ 83 15 32 main screen If press ESCkey it will restores 2 the main input screen without saving STRI ARC TRNS PT PT Point intersection point Press Pr key in the Main line input screen the point can be defined A point element consists of coordinates radius and clothoid parameter Al and A2 Radius Al and A2 can not be minus If radius is entered an arc is 99 K LIDA inserted with the specified radius If clothoid parameter A1 or A2 is entered a clothoid is inserted between straight and arc with the specified length Previous pt Next pt Operating Procedure Operation Display Define HZ AL Chain 1000 000 B Press PT key in the Main line input screen PT AZ 0 00 00 1 STR ARC TRNS PT 2 Tt allows to enter N E coordinate radius and enter N E A1 A2 manually and press EN I Or press coordinate IREAD to read in the coordinates stored in radius and memory Al A2 ENT Define HZ AL 3 Press OK to record data and restore the main Chain 1046 000 B AZ 153 15 32 screen Press to restore the main screen OK 2 without
177. tive Foils The visible red laser beam can also be used to measure to reflective foils To guarantee the accuracy the red laser beam must be perpendicular to the reflector foil and it must be well adjusted refer to 24 11 REFLECTORLESS EDM Make sure the additive constant belongs to the selected target reflector has been input on total station 9 1 Settings for Distance Measurement Perform the following settings before distance measurement Atmospheric correction factor Prism constant correction value Distance measurement mode gt EXPLANATION Atmospheric correction After setting atmospheric correction the distance measurement result will be corrected automatically because the velocity of the light in air is affected by the temperature and air pressure Calculate the atmospheric correction factor as shown in following formula 39 K LIDA i 0 2900 X air pressure hPa PPM 273 6 1 0 00366 x air temperature T If the unit is mmHg please convert as 1hPa 0 75mmHg Ifthe atmospheric correction is not required set the ppm value to 0 The KTS series are designed so that the correction factor is 0 ppm at an air pressure of 1 013 hPa and a temperature of 20 C EXPLANATION Distance measurement mode The following are the measuring time and the smallest distance displayed for each measurement method when a reflective prism is used Fine Measurement Accuracy 2 2PPMxD mm Dis the measuring dis
178. ts the angle of sight line it can be only confirmed through observing the target of which height is obviously lower or higher than the instrument To avoid the influence of collimation axis error user must have an associated adjustment before adjusting collimation axis It is unnecessary to collimate the prism or the target plane to decide the horizontal axis error Therefore user is enabled to launch this adjustment at any time Select a recognizable point which is rather far away from the instrument and much higher or lower than the instrument with an aim to precisely collimate the point twice Operation Procedure Key Display 1 Under Instrument constant setting 4 1 VO Axis const functions choose 4 Horizontal axis and Horizontal 2 VO Adjustment press EN I key or press numeric key 4 fe cual enter horizontal axis error correction menu 7 aS 4 5 Instr Const 6 Contrast ADJ ENT Face left and Horizontal axis lt Step 1 gt Front 2 tat 2 The screen shows as right diagram at the front sight at target Ho jee ae position face left sight at the target ZA 337 19 00 precisely The obliquity is among 10 SET ata mot 45 press 10 times 10 times Face right Horizontal axis oy lt Step 2 gt Reverse 3 t at 3 Rotate telescope At the reverse position and sight a Lee ae face right sight at the same target precisely tar
179. urement STOP Offset 2D N 19 234 4 When observation has been completed or E 5 098 after the measurement values are displayed Z 1 234 during repeat measurement press to Sure display the 1 st Target Observation Result NO YES Screen The coordinates of the 1 st are displayed Offset 2D 5 Press YES the 2 nd Target Observation Take 2 nd point Screen is displayed If to re observe prism 1 YES ZA 89 47 23 press NO HAR 150 16 12 Dist 6 Sight prism 2 and press OBS to begin OBS Dist PC 0 PPM 0 measurement Fine S Offset 2D Thfter measurement finished Press to display the 2 nd Target Observation Result N 9 234 Screen The coordinates of the 2 nd are E 5 098 displayed Z 1 234 Sure INO lYES Offset 2D 8 Press YES the Offset Distance Entry Screen is displayed Discard the data and B C 1 800 m observe the 2 nd target again press NO YES OK K LIDA 71 K LIDA Offset 2D 9 Enter the distance from the 2 nd target to the N 9 234 target point and press ENT The coordinates of ENT E 5 098 Z 1 234 the target point are calculated and displayed 10 N 9234m Press REC to input the Pt and code E 5 098m Z 1 234m Press RH I to input Target height Pt k2009 Presg CODE to read in the recorded code in Code KOLID
180. vertical angle is displayed due to not level instrument Press SFT and then press To ensure an exact angle measurement tilt sensors must be turned on You choose 2 axis The display can also be used to level the instrument better If the TILT OVER display appears the instrument is out of automatic compensation range and must be leveled manually KTS440 R L compensates the vertical angle readings due to inclination of the standing axis in the X direction 23 K LIDA gt PROCEDURE Setting Tilt Correction Operating Procedure Operation Display MEAS PC 30 PPM 1 Turn on the machine enter MEAS screen POWE R ZA 92 36 25 HAR _ 120 30 10 Pl S S SE IED 2004 01 01 10 00 48 KTS 440 No S09996 2 Press ESC tto enter status screen ESC Ver 2004 1 02 File JOBO1 MEAS MEM CNFG Config 1 Obs Condition 2 Instr Const 3 From the status screen press CNFG to enter 3 Date amp time the configuration setting screen CNEA 4 Comms setup 5 Unit Condition 4 Select 1 Obs Condition and press ENT 1 Obs C amp R cm No or press numeric key 1 Use Aor key to align Condition V obs Zenith the cursor to the fourth line Tilt cm use T Tiltcm Yes H amp V Aor P to set the tilt correction method Then ENT Dist mode HD press ENT to finish set There are thre
181. w becomes flexible adjust the two adjusting screws in the leveling screw to tighten the screw appropriately 24 13 Related Parts for Reflector 1 The Tribrach and Adapter for Reflector 176 2 Perpendicularity of the prism pole As illustrated mark on Point C place the tine of the prism pole on the Point C and do not move it during the inspection Place the two feet tine of Bipod on Point E and F on the cross lines Adjust the two legs to make the bubble on the prism pole centered Set and level the instrument on Point A near the cross Sight tine of Point C with the center of reticle and fix the Horizontal Clamp Screw Rotate the telescope upward to make D near the horizontal hair Flex the prism pole Leg e to make the D in the center of reticle Then both Point C and D are on the central line of reticle Set the instrument on Point B on another cross lines With the same way flexing the Leg fto make Point C and D are on the central line of reticle K LIDA The plate level and optical plummet in the adapter and tribrach should be checked refer to Chapter 24 1 and 24 7 Through the inspection by the instrument on Point A and B Prism pole has been perpendicular If then the bubble offset from the center adjust the three screws under circular vial to make the bubble centered refer to Chapter 20 2 Check and adjust again until the bubble is in the center of the vial from both directions
182. ws and rotate the telescope Aim at object A in right position and read the horizontal angle value 169 4 2 C L R 180 30 gt 2 0 adjustment is necessary K LIDA Adjustment A Adjustment by on board program Operation procedure KEY Display 1 levelline th hin 2007 09 10 10 00 48 After a 1e machine o press Type KTS 440R ai er date time screen as right diagram No S12926 i CNFG Ver 07 09 10 Job JOBO1 MEAS IMEM 2 Instr 1 Obs condition 2 Press W key to choose 2 Instr Const and press P 2 Instr Const Const 3 Date amp time EN I key or press numeric key 2 enter the 4 4 Comms setup instrument constant setting screen ENT 5 Unit 6 Key function 3 press W key to choose 3 collimation then press EN I key or press numeric key3 enter collimation error adjustment function 4 At positive position Face left sight at target press OK 5 Rotate telescope At the reverse position face right sight at the same target precisely press OK 3 collimation ENT Face left sight at target ox Face right and sight at target 4 OK 1 VO Axis const 2 VO Adjustment 3 Collimation 4 horizontal axis 5 Instr Const 6 Contrast ADJ Collimation lt Step 1 gt Front ZA 0 21 39 HAR 185 47 57 Collimation lt Step 2 gt Reverse ZA 179 38 17
183. zimuth angle setting For the coordinate measurement method see 7 4 Setting the Instrument Options 10 1 Entering Instrument Station Data Before coordinate measurement enter instrument station coordinates the instrument height target height Use a tape to measure the instrument height and target height It is possible to set coordinate data into instrument It is possible to record the set instrument station data in the JOB which has been selected For the JOB selection method see 20 1 JOB Selection It is also possible to perform coordinate measurement when MENU on the third page of the MEAS mode is pressed to enter Menu Mode then 1 Coordinate is selected 46 K LIDA gt PROCEDURE Operating Procedure Operation Display Coord 1 Observation 1 Press COORD in the second page of the 2 Stndata MEAS mode screen the Coordinate COORD 3 Back sight data Measurement Menu Screen is displayed Sin NO 1234 688 i EO 1748 234 2 Select 2 Stn Data and press ENT or press Data Z0 5121 579 numeric key 2 to enter the station data Inst h 0 000 m Tet h 0 000 m Ef IREAD IREC OK 3 Set the following items NO EO ZO instrument station coordinate Enter the 1234 688 instrument height target height station data a o i Fach time you set an item press EN Then Inst h 16
184. zimuth information is ever lost even in sudden power break 5 Reflector less Distance Measurement EE The reflectorless function of KTS440RC enables you to carry out long distance and high accuracy measurement directly towards various objects of different materials and colors like wall of building telegraph pole wire cliff mountain clay wooden stake etc It s the best solution to measure the hard reach or unreachable object 6 Abundant Surveying Programs KTS 440 not only has the basic surveying modes angle distance coordinate measurement but also equipped with special surveying programs for example REM Offset MLM Staking out Road Design Point Projection Setout line etc to meet the demand of professional survey K LIDA 2 PRECAUTIONS 1 Never place instrument directly on the ground as sand or dust may cause damage to the screw holes or the centering screw on the base plate 2 Before carry on the measurment we need to have an overall check with the inrsrument such as battery parameters and initial settings 3 When working in a sun baked rainy or wet day please use the surveying umbrella to avoid damage Besides do not aim the telescope at the sun without a filter 4 When the instrument is not in use put it in the case and keep the instrument from shock dust and humidity 5 If there is great difference between the temperature in working area and that in store place leave the instrument in the case till it

KTS-440 RC(LC) - kolida instrument

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