Thank you for choosing NTS02. As your handy
Contents
1. f f second because the next alphabet U is relational with 7 click 7 SS will present in 17 62 inputbox click 7 again ST will goa oy l present in inputbox click name i tae STN 7 again SU will present in input box STE 4 Click 5 SUN will present in input STZ B S Num Jenter o 5 Press F3 switch into Number input mode 6 Press 1 SUNT will present in input box 7 Press F3 switch into Alphabet input mode 8 press 1 SUN1A will present in input box 9 press F4 the cerat will shift into STN input box because the STN coordinate is Number attribute the prompt Alph automatically switch into Num 10 input 1 2 3 1 14 5 6 in turn 1l press ENT end dialog 3 7 How to Configure Press key x directly to enter into in any status and do some basic settings 1 Backlight Press F1 the backlight will be switched on or off Contrast 5 2 Tilt Reflector Prism gt Choose file Press F2 the tilt sensor status will be present Tilt Factor Press F2 again the tilt sensor will be switch on or off ESC will quit tilt sensor status display Col Tilt X 50 3 Laser Press F3 the laser func dialogbox will Tilt Factor appear press F3 again the laser beam will emit from object lens or sewitch off by turns F1 amp F2 can adjust the brightness of the Laser func plummet laser F1 Plumb 4 Reflecting object F2. 16 62 angle mode basic measurement mode Collection 1 Select file 2 Setup station 3 Setup BSS 4 Sequence of collection 5 Collection Setout 1 Setup station 2 Setup BSS 3 Setout 4 Odd coordinate 5 Intersection 6 Input coordinate Fileman 1 Fileman 2 Import 3 Export 4 Disk format 5 Disk information 6 Input coordinate Program 1 REM Height meas 2 MLM 3 Coor Z 4 Area 5 Point projecting 6 Roadway Parameter 1 Units angle 2 Units dist 3 HA mode 4 VA mode 5 EDM mode Calibration 1 Index error 2 Tilt error 3 Add Const 4 Mul Const 3 5 Power On Off I Power on 1 Confirm the instrument is leveling press the NW i H da red key POWER pay NTS02 V3 0 ery 2 Release POWER the instrument will 187 07 15 display the angle mode screen me Ge Ce II Power off ENT gt Shut off 3 Press the key POWER the instrument ESC gt Quit will pop up power off dialog box ENT 3 seconds auto quit key will shut down 3 6 How to Input Number and Alphabet All Number and alphabet inputing must be carried out ina dialog box for example input point name SUNIA and STN 123 456 in Setup station dialog box 1 Press F3 the soft key Setup station prompt will switch Alph 2 Press 7 S will present in inputbox and the caret shift to next n n n n position Ft eo O F3 P4 PRUNE aeons
3. D prism 5mm 3ppm D no prism Measurement time Fine mode 2 sec single mode 1 2sec continue mode Tracking mode 0 5 sec Temperature unit C F selectable Pressure unit hPa mmHg selectable Temperature input range 20 C to 60 C 1 C steps Refraction and earth curvature correction OFF 0 14 0 2 selectable Reflecting prism constant correction 99 9mm to 99 9mm Level vial sensitivity Plate level 30 2mm Circular level 8 2mm Compensation System Liquid single axis Range 3 Resolving power 1 Laser plummet Accuracy 0 8mm 1 5m Laser class Class 2 I EC60825 1 Laser wavelength 650nm Display LCD 6 linesx24 characters Illumination Yes Internal memory Internal memory 20000 points Data communication VO RS 232C Power Battery Li ion Rechargeable battery Voltage 7 4V DC Continuous operation tine 9 hrs Distance amp angle 24 hrs Angle only Chargers 100V to 240V 50 60Hz Charging time at 20 C Approx 4 hours Others Working temperature 20 50 C Dimension 220 X 184 X 360m m W X D X H 58 62 Weight 14 Ib Waterproof IP54 IEC60529 18 Prompt Warning and Error Messages Tilt Over the tilt compensater is out of range Points NO lt 20 the number of points should be less than 20 Cannot find cannot find any point by the name Pt first input the name of point first please No information Have not got station BSS or other coordinates or hav
4. 11 Height measurement REM REM is a function used to measure the coordinate and height to a point where a target prism cannot be directly installed such as power lines overhead cables or bridges etc 39 62 Target point B Here is the equation used to calculate the data presented in above figure Ht H1 S cosal tga2 S sinal H2 S cosal tga2 S sinal Procedure of REM Ht Ground to target Survey Height ad i Ground to target A 2 Point to point Input I H amp T H a I H 1 500 T H 1 000 m B S Save Enter Height Prism Vz 88 1822 HR 1 4631 HD 4 827m WEE E Height Gnd to target Vz 88 1822 HR 1 4631 VD 1 000m W GEE 1 Select menu item 1 when you need the height between the target and ground 2 Setting height of instrument and the height of prism 3 Press F1 Meas to start EDM then you can obtain the horizontal distance between the instrument and the target Press F4 Enter to accept the measurement data 4 Then VD difference of height appear first display the height of prism 40 62 Height Gnd to target Vz 88 06 28 HR 1 4631 VD 1 017m LAGE E 5 If you rotate the telescope then VD will change when you aim at the target the VD is the difference of height between the target and ground Procedure of REM H2 point to point Survey Height a 1 Ground to target A 2 Point to point Height Prism
5. 42 19 SD 6 408m HD 6 362 VD 0 767 Next IE 6 Calculate the coordinate Z of instrument station if you need this coordinate Z as Coor Z result coordinate Z of station then you press F4 Set HR 24 3041 Z 0 002 dZ 0 000 7 The azimuth of the instrument is also calculated you can press F4 Set to set the Azimuth of the instrument Coor Z result BSA 24 3041 12 3 Precautions When Performing Intersection In some cases it is impossible to calculate the coordinates of occupied point if the unknown point and three or more known points are arranged on the edge of a single circle It is also impossible to calculate if the included angle between the known points is too small It is difficult to imagine that the longer the distance between the instruments occupied and known points the narrower the included angle between the known points Be careful for the points can easily be aligned on 45 62 the edge of a single circle An arrangement such as shown below is desirable AA unknown point O known point It is sometimes impossible to perform a correct calculation such as shown below When they are on the edge of a single circle take one of the following methods 1 Move the instruction station as close as possible to the center of the triangle WY 2 Measure one more known point which is not on the circle 3 Perform a distance measurement on at least one of the three points 13 Poi
6. Continue Repeat or Track 7 Stake out Measurement Setout measurement is used to Setout the required point The difference between the previously inputted data to the instrument the Setout data and the measured value can be displayed by measuring the horizontal angle distance or coordinates of the sighted point The horizontal angle difference and distance difference are calculated and diplayed using the following formulars Horizontal angle difference dHA Horizontal angle of Setout data measured horizontal angle Distance difference Distance Displayed item SD S O SD measured slope distance slope distance of Setout data HD S O HD measured horizontal distance horizontal distance of Setout data VD S O VD measured height difference height difference of Setout data NOTE Setout data can be input in various modes SD HD VD coordinates and REM measurement EDM settings could be set in this mode 26 62 7 1 Distance Setout The point to be found based on the horizontal angle from the reference direction and the distance from the instrument station A distance Reference direction Instrument station Present targe position Position to be Setout Zl Distance to be Setout Procedure of distance Setout measurement vz 92 18 22 HR 187 07 15 SD m HD VD CE SS DA Setout dist HD Setout dist SD Setout dist VD E EEG e Ss 1
7. Plane ease a 10 04 4 936 0 446 2 245 Mode 1 Press F1 Meas start EDM to obtain the Azimuth and distance of P1 Press F4 Enter to accept the datas 2 In like manner as step 1 obtain the datas of P2 3 In like manner as step 1 obtain the datas of P3 4 When you aim at the point located in the plane the coordinates is calculated 36 62 9 4 Column Offset Measurement Sometimes we wish to obtain the coordinate of column center where we cannot find out directly Fortunately we can measure the distances of another points on the column At this time the plane offset measurement can be used to find out the coordinates of the center the figure is shown as follow Procedure of Column offset measurement eo Col Prism 1 5542 en 4 836 HD 4 832 VD 0 193 CS Gees ae Offset Col left edge fd HR O 14 19 SD 4 836 HD 4 832 VD pet Col Right edgell 3 3523 D 4 836 HD 4 832 VD 0 193 ModejEnter Offset Col Center amp HR 1 54 49 A 4 975 0 166 0 693 ET Gere 1 Press Fl Meas to start EDM then you can obtain the data of a point on the column which is shown as the picture on the left 2 Aim at the left edge of the column get its data 3 Aim at the left edge of the column get its data 4 The coordinates of the column center is calculated and shown as the picture as the left 37 62 10 MLM MLM is used to directly measure slope distance
8. Press F2 Setout at P2 in the distance measurement mode 2 Select one of the distance setout modes HD SD VD by pressing F3 Mode Press ENT to accept the selection 27 62 3 Press F2 Meas to Start EDM when the Vz 92 18 22 error is less than 0 002mm then the EDM HR 187 07 15 SD m will stop measuring automatically dhd VD CEY GEES E 7 2 Coordinates Setout Measurement After setting coordinates for the point to be Setout the instrument calculates the Setout HA and HD By selecting the HA and then the HD Setout functions the required coordinate location can be Setout To get the Z coordinate attach the target to a pole etc with the same target height A Distanc N Back sight station Point to be Setout Instrument Angle station AAng E Procedure of coordinate Setout measurement Menu 1 Collection 1 Press MENU in the basic measurement 3 Fileman 4 Program 5 parameter 6 Calibration Setout 1 Setup station 2 Set BSS ae 2 Select 3 Setout 4 Polar coordinate 5 Intersection 6 Input coordinate 28 62 Input point for setout amp N E m 3 Input point coordinate that you need to ESI GREE SSI GIES setout if the point is in current coordinate file then you can press F3 Search to obtain a known coordinates 4 If you can remember the point then you input the pointname else you can press directly EN
9. horizontal distance and the height difference from one base point to other points without moving the instrument MLM have two mode One is MLM A B A C the other is MLM A B B C the two modes are shown as follow Start point P1 Occupied point Point P2 Start point P1 Procedure of MLM measurement yA 1 If considering the effect of grid scale you gt without TLE scale i should select menu item 1 else you should select menu item 2 38 62 MLM 2 Select one of two modes 1 MLM A B A C 2 MLM A B B C MLM A B A C Step 1 a 3 Press Fl Meas to start EDM then you can Vz 88 18 22 obtain the coordinates of the base point or Press HR 1 46 31 F3 Coor HD m EE E Q IE then you can call an existing coordinate from current coordinate file 4 The data of the base point is shown as the MLM A B A C Step 1 ll picture on the left Vz 88 1822 HR 1 46 31 HD 4 827m EE M Q E 5 Press F1 Meas to start EDM then you can MLM A B A C Step 2 obtain next coordinates or Press F3 Coor then Vz 84 5225 you can call an existing coordinate from current HR 14 27 05 coordinate file HD 5 458m MEE M eet E 6 There are dSD slope distance dHD horizontal MLM A B A C Result distance dVD difference of height and azimuth Te i a attributes between two points these attributes are dVD 0 347 shown as the picture on the left HR 69 1130 Next
10. O Ge une angle Target i 1 53 10 4 565 1 150 0 871 Tet E 1 Select the function of angle offset measurement 2 Start EDM if you need the coordinate of AO you should set the height of prism to zero if you need the coordinate of Al you should set the height of prism to the real height 3 The result of the point positioned prism is shown as the picture on the left Press F4 Enter 4 The result of the target point appear If you wish to display coordinate then you must press CORD or if you wish display distance then you must press DIST 5 When you press F1 Next you will be informed to save the result if nessary you can press ENT to save the result 9 3 Plane Offset Measurement Sometimes we wish to obtain the coordinate of some points where we cannot measure directly distance Fortunately we can measure the distances of another points and all these points are in a plane At this time the plane offset measurement can be used The figure is shown as follow 35 62 P1 P2 P3 are the points where distance can obtain the height should be setting to OPO is the point that need measuring Procedure of Plane offset measurement ceri lane pi 1 amp 1 5542 on 4 847 HD 4 831 VD 0 393 WE eee Ge Offset Plane pt 2 HR 9 36 37 SD 5 182 HD 5 165 VD 0 420 MESS M Gers Gs Offset Plane pt 3 i HR 9 36 37 SD 5 223 HD 5 165 VD 0 776 UE M ME Gh iet
11. Red Light indicates no battery on charging poor connection or some problems exist It is recommended to continue charging for 1 or 2 hours after the light turn green Once the red light flashes constantly after the charger is plugged into the outlet of 110V 220V AC power supply please remove the battery and reconnected it after 3 or 5 min 2 2 Setting Up the Instrument Mount the battery in the instrument before performing this operation because the instrument will tilt slightly if the battery is mounted after leveling I Set up the tripod first extend the extension legs to suitable lengths and tighten the screws on the midsections Make sure the legs are spaced at equal intervals and the head is approximately level Set the tripod so that the head is positioned over the surveying point Make sure the tripod shoes are firmly fixed in the ground IT Mount the instrument on the tripod head Supporting it with one hand tighten the centering screw on the bottom of the unit to make sure it is secured to the tripod 2 3 Centering and Levelling Up 1 Position tripod legs so that the plummet is aimed to the ground mark point Turn the focusing ring of the optical plummet to focus 2 Turn three footscrews of the tribrach till the center of reticle exactly coincides with the surveying point in any position 3 Move the tripod legs to centre the circular level The instrument is now roughly leveled up 4 Center the bubble in the
12. VA mode 5 EDM mode 19 62 You can config all instrument options according to your appliction 4 Angle Measurement 4 1 Measure a Horizontal Angle of Two Points 92 18 22 0 00 00 CEM GS Ge Tevez 92 18 22 187 07 15 CEM SS CON Gave 1 Sight the 1 target Press F2 SETO to set the 1 target as 0 at P1 in the measure mode 2 Sight the 2 target The displayed value is the included angle between two points Ist target 2nd target 4 2 Set the Horizontal Angle to a Required Value Set H angle HR 123 0005 Enter 92 18 22 123 00 05 KO E 2 2 1 Take your instrument sight the 1 target Press F3 SETA at P1 in the measure mode 2 Input the required value then press ENT to save the value And it displays as the horizontal angle The range and format of the input value gon 0 399 9999 degree 0 359 5959 mil 0 6399 999 3 Sight the 2 target The horizontal angle from the 2 target to the value set as the horizontal angle is displayed NOTE Pressing HOLD performs the same function as above The horizontal 20 62 angle is in hold status when HOLD is present Press HOLD again to releasse the holding status 5 Distance Measurement Please set the following items before distance measurement e Prism constant PPM Grid scale if need K option if need Select reflector EDM mode setting by the application Procedure
13. Vz 88 1822 HR 1 4631 HD 4 827m WE E Height Base a Vz 88 1822 HR 1 4631 VD 0 000m Height target M Vz 80 56 52 HR 1 46 31 VD 0 626m Next A JHDist 1 Select menu item 2 when you need the difference of height between any two points 2 Press F1 Meas to start EDM then you can obtain the horizontal distance between the instrument and the target Press F4 Enter to accept the measurement data 3 At this time the point where posite prism is base point 4 The VD will change when you rotate telescope If you need setting another base point then you can aim at another base point and press F2 Next A 41 62 12 Intersection Intersection program is used to determine the coordinates of an instrument station unknown by measuring several known points Coordinate data in memory could be read Input Coordinates of known points Xi Yi Zi Measured HA Hi Measured VA Vi Measured distance Di Output Coordinate of occupied data Xo Yo Zo Known point P1 Known point P2 Occupied point PO Known point P4 Known point P3 NOTE All N E Z value or only Z value of the occupied point is calculated by measuring known points Coordinate intersection measurement overwrite the N E Z data of the instrument stattion Inputted known coordinate data and calculated data could be recorded in the current coodinate file Max number of known points is 5 42
14. circular level 10 62 Screw A Screw B Loosen the horizontal motion clamp and turn the instrument till the plate level is perpendicular to a line shaped with screws A and B Adjust the screws A and B to make the bubble in the center of the level Screw B Turn the instrument approximately 90 Adjust screw C till the bubble in the center of the level Screw C Repeat above steps until the bubble remains in the center of the plate level while the instrument is rotated to any position 5 Center the surveying point again Loosen the centering screw slightly Looking through the optical plummet eyepiece slide the instrument over the tripod head until the surveying point is exactly centered in the reticle Re tighten the centering screw securely 6 Check again to make sure the bubble in the plate level is centered If not repeat procedure 4 11 62 3 Basic Functions 3 1 Nomenclature Optical sight Handle Objective Vertical motion clamp Plate level Vertical tangent screw Screen Horizontal motion clamp RS 232C port Horizontal tangent screw Keypad Levelling screw Tribrach 12 62 Handle screw Focusing knob Eyepiece Plummet 13 62 3 2 Basic Key Operation A ABC DEF on E C2 eC y JKL MNO POR COCO pa sTU WX Yo EC O00 gt T gt amp S Sasa e awe Keys Description F1 F4 Select the f
15. connects the tribrach and alidade must be locked tightly And the central fixing screw should be tight High temperature condition Don t put the instrument in high temperature conditions SOC 122F and up for a long time it is bad for the instruments performance Temperature changing sharply The sharp temperature changing on the instrument or prism will shorten the distance measurement range for example after taking the instrument out from a warm car to a cold condition wait for some time it can be used when it adapts the surrounding condition The noise from the instrument When the instrument is in work mode it is normal to hear noise from the motor Stored data responsibility NTS0O2 should not be held liable for the lost data because of wrong operation 4 62 1 2 Definition of Indication For the safety of your product and prevention of injury to operators and other persons as well as prevention of property damage be sure to read this manual The definitions of the indication are listed below Be sure you understand them before reading the manual s main text Ignoring this indication and making an operation error could possibly result in death or serious injury to the operator Ignoring this indication and making an operation error could possibly result in personal injury or property damage e Do not disassemble Fire electrical shock or burns can occur Only NTSO2 authorized distributors can disassemb
16. of designing and roadway setout when you select roadway function then the menu is appeared as follow Roadway i 1 Open Raod file A 2 New H curve file 3 New V curve file 4 Resume H curve 5 Resume V curve 6 Road Setout A roadway can be described as a Horizontal curve and a Vertical curve we describe a horizontal element by Line circle spiral and point of intersection these shape have some attribute as follow Line Attribute of cirle and spiral 49 62 Entrance point PTO Exit point PT1 Attribute of point of intersection 15 1 Define the Horizontal Curve of Roadway Procedure of defining Horizontal Element Curve define H 1 Select the mathod of element to define horizontal roadway press F1 Line first Mileage 0 000 Azimuth O 00 00 2 Input the Mileage and coordinates of start Define H _Begin point Mileage N i 3 Input the start azimuth and the length of line Define H _Line Azimuth Length B S Clear 50 62 Define H _02 150 000 5 00 00 Mileage Azimuth HE e Sel Define H _Circle Radius Length Define H _03 170 000 16 27 32 Mileage Azimuth HE is Sel Define H _ Spiral Radius 240 Length 45 EEG Enter Define H _04 215 000 21 49 50 Mileage Azimuth HE is SE List H element 01Begin 100 O2Line 150 O3Circle 170 O4Spiral 215 SavelView 4 Calculate the milea
17. of distance measurement 1 Aim at the target Press F2 MEAS at P1 in ne tee oe ee A the measure mode SD m Press F1 Save will start measuring and save the HD result VD GES EES BETS LW 2 According to the application you can select one of single repeat continue and tr ack to measure distance Press F3 Mode pop up a little window for your selection 3 Press ESC to finish measurement The Vz 85 21 22 il SD HD and VD will display as HR 187 07715 h lefi SD Cont 4 804m shown ier HD 4 789 indicate no prism or reflector board mode VD 0 389 SEIE EE E 663099 indicate prism mode NOTE Make sure that the target setting in the instrument matches the type of target used If the objective lens is dirty it will affect the accurate of measured results Dust 21 62 it off with your special brush and wipe it with your special cloth in your cartring case before putting away If an object with a high reflective factor metal white surface exists between the instrument and the target when measuring the accuracy of the measured results will be affected An angle is also able to be measured when distance measurement or means measuring distance at end of single repeat mode measuring the symbol will disappear automatically you can press ESC finish measurement then the symbol also disappear 6 C
18. to be defective in material and or workmanship Under no circumstances shall NWI be liable for any consequential incidental or contingent damages whatsoever Limitations and Exclusions A This warranty does not apply to instruments subject to negligence abuse accident improper operation instruments damaged in transit or damage due to unauthorized service repairs made by someone other than Northwest or other Northwest authorized service personnel Circumstances beyond Northwest Instrument s control cannot be warranted B This warranty does not apply to regular required maintenance such as cleaning adjusting lubricating or calibrating unless required as a result of a defect in workmanship or materials If upon examination of the instrument NWI determines that additional repair services are required and not covered under this warranty NWI shall notify the Buyer of such repair charges and proceed only after authorization has been received C This warranty does not apply to instruments damaged in transit to or from Northwest Instrument or any authorized repair center 61 62 Other remedies may or may not be available for transportation damages These designs figures and specifications of NTS02 are subject to change without notice NWI shall not be held liable for damages resulting from errors in this instruction manual 62 62
19. 2 Plumb Press pthe EDM mode will be switched F3 Point to switch F4 Quit board 5 LCD contrast Press V A will increase or decrease the value of contrast 6 factor 99 99 between prism no prism and reflector 18 62 Press F4 pop up atmosphere parameter Temperature 2 setting dialog box after you input Press 1013 0 hPa temperature and atmospheric pressure the Prism const omm PPM value will be calculated PPM 4ppm Signal automatically when you press F3 the EDM EEG SRE Git will return current EDM signal ESC will quit signal show Another setting and config is operated by main menu parameter able 3 1 List of measurement condition setting Item Options DMS GON MIL i Uniseption Meter feet feetinch Cx F hPa mmHg 2 Unitsoption InterFeet US Feet dist 3 K option O 0 14 0 20 4 VA display Zenith Horizon 0 V90 slope 5 HA display HAR HAL 6 Auto shut off Never 5min 10min 20min T Coord N E Z E N Z 8 EDM mode Single repeat Continue Track 9 mini readout 1 5 10 0 Language English spaish portuguese NOTE Every first options with the symbol are the factory setting Through the menu function you can config the instrument Press MENU pop up main menu then select 5 the config menu is shown as follow Parameter 1 Units angle 2 Units dist 3 HA mode 4
20. 5 2 Defining the Vertical Curve of Road way sscssssccssssssssssessees OD 15 3 Roadway setout 16 Fileman ccceee 17 Specifications wxssgssasivesaasseccosvavecasuidesesdenstdccnvadowas n OD 7 18 Prompt Warning and Error Messages cccccccsssssrcscssssseeceses OD 19 Standard Warranty Terms ccccccscccssccsscccssccssccssscessssOm 3 62 1 Precautions for Safety 1 1 NOTE Do not look directly into the sun with instrument Avoid exposing to direct sunlight Do not look into the sun directly to protect your eyes and instrument Avoid exposing the instrument to vibrations When transporting keep the instrument in the case and try your best to avoid unnecessary vibrations Carry the instrument When carrying the instrument handle must be held tight Check the battery power Before using it you should ensure the battery is fully charged Take out the battery It is not suggested to take out the battery when the instrument is on otherwise the stored data may be lost Be sure to power off the instrument before removing battery Set up the instrument on the tripod When using it please insure the connection between tripod and instrument is firm It is better to work with wooden tripod for the measurement accuracy Assemble the tribrach on the instrument The setting of tribrach would influence the accuracy The tribrach should be check frequently the screw which
21. 6 Measurement file can be exported from the RS232 the operation is same as the Importing 56 62 Warning Format will lose data ENT Continue ESC gt Quit Fileman 1 Fileman Availability space 2004KB 6 Input coordinate Pt name SUNY Code MY N 111 E 222 m Z 21 BA EEG XM Ga 17 Specifications Telescope Image Erect 7 Sometimes many files have been saved in the instrument it will take a long time to delete these files one by one formating the disk would be a good idea when you format the disk the prompt as the picture on the left will appear so you must save all measurement data before you format 8 Sometimes you wish to view the fress space of the disk You can select the menu item 5 to do it 9 Sometimes you need to previously input some coodinates for the subsequent using Then you can use the menu item 6 to input data Objective aperture EDM 45mm Magnification 30x Field of view 1 20 Resolving power 3 5 Minimum focus distance 1 5 m Angle measurement Detecting system absolute encoder Angle unit degree gon mil selectable Minimum display 1 5 10 selectable Detecting mode Horizontal double Vertical double 57 62 Accuracy 2 DIN18723 Distance measurement Distance unit m ft selectable Working distance good condition Single prism 2000 m 300m white board reflectivity 18 Mini reading Fine mode 1mm Accuracy 2mm 2ppm
22. 62 12 2 Coordinates Intersection Procedure of Intersection Intersection P1 gt Pt name Code T H 1 000 file list E SE Intersection Pt 1 a Vz 80 00 13 HR 340 56 50 SD T H 1 000m AnglesDist Intersection Pt 1 a Vz 80 00 13 HR 340 56 50 SD 4 890 T H 1 000m Next Intersection Pt 2 a Vz 83 07 52 HR 3 40 00 SD 6 409 T H 1 000m Next EE Intersection result a 0 000 dE 0 001 dZ 0 000 MdHD 0 004 TE E ea Intersection result 0 004 0 003 0 003 Set STMBSetARReciiCoor 1 Input a known point you can press F1 Input to input the point coordinate by coordinate or you can press F2 Search to call an existing coordinates for current coordinates file 2 Aim at the point that you have inputed its coordinates then you can select one of angle and distance mode to do Intersection measurement 3 If you have selected the distance mode then you need to press Fl MEAS starting EDM and distance after measuring distance you obtaining the slope press Fl Next to measure next point 4 If you have measured two or more distance the prompr Calc will appear in another way if you have measured three or more then the prompr Calc will appear in this time you can press F4 Calc to obtain the coordinates of instrument station 5 The result of calculated instrument station is shown as the picture on the left This is th
23. A MEA V LSH S COD Kem bil Pick 1 The file operation dialog box is shown as the picture of the left 55 62 4 2 Press F1 New to create a new file the type of Filename A _MEA file can be changed by pressing F4 Type after you input the filename the file will be created 3 Press F2 DEL to delete a file for the instrument deleting operation is The data will be lost dangerous for safty you should export the ESC Quit data first ENT Continue u a e 4 Press F3 Read to browse the highlight file if Pt name DA a s Code B the file is coordinate file or measurement file T H 1 5000 then the record is shown as the picture on the vA g0 a eae F left F1 Begin to show the first record F4 End zZ Geer Endl to show the end record F2 PgUp to show the previous record F3 PgDn to show the next record amp to edit the record if is on the interface only point name code and Baud 115200 height can be edited Filename A COO i No 21 5 A coordinates file and code file can be imported from the peripheral PC through RS232 EE AT Bi ileggimport serial interface the Baud ratio is set by pressing F1 Fast or F2 Slow the baud ration set is 2400 4800 9600 19200 38400 57600 and Baud 115200 115200 another config is no parity 1 start bit Filename A MEA and 1 stop bit after you select filename you can Nee 33 press F4 Import to perform the convection ESE ge Sr
24. SS coordinate 7 Press ENT the instrument will prompt if you need to save the record or not 8 and then prompt if you need to setup a azimuth using the BSS data or not if you select 23 62 ENT then the instrument will display the horizontal angle as Azimuth evermore How to obtain the existed data Known point data is in the current coordinate file If the coordinates data is in another coordinate file then you have to select the file as current coordinate file in this time you can do it by pressing 1 press F2 Search to get a point coordinates information for the station if you can remember ST name A01 the point name input the point name shown as the picture on the left BS A CE 2 press ENT The list of existed coordinate swill be got if the point name is error then Pt B COO 1 15 Fi system prompt cannot find A001 100 0 100 0 3 if you cannot remember the point name in o e joan current coordinate file then you can press A004 100 0 100 0 F4 Read to browse the coordinate file and A005 100 0 100 0 find out the point that you need End Read Pick Press keys A W to move one by one Press keys lt Q p gt to turn the previous next page iBeginik Press it and the first point on the first page will display E Press it and the last point on the last page will display If more than two points with the same point name exist in the current OAR E aR aR d Coordinate file the instrument finds th
25. T Pt B coo 1 19 a 1A 100 000 120 000 A001 100 000 100 000 See tit wee A002 290 000 290 000 5 The point list will appear you search the point A003 101 000 180 000 that you need in the list if you find the you press A004 202 000 270 000 F4 IPick t t th dinate el grm AT Pick Pick to get the coordinate else you press ESC system will recommend another coordinate file for you to get the coordinate Input point for setout P N 100 000 E 100 000 m Zz 0 000 6 The coordinate information will appear in the dialog box Press ENT system accept your cer ET EET input Calculate Setout HR 50 11 39 HD 156 205 7 System calculate Azimuth DR horizontal distance HD then you can select one of two setout mode distance or coordinate 0 0018 50 11 22 m dz TEES MIE M Ges 8 Distance setout mode we expect that dHR and dHD tend to zero HR o 0018 9 Coordinate setout mode we expect that dHR dHR 50 11 22 and dN dE dZ tend to zero dN m dE Se me m e e 8 Area Calculate an area shaped with several points The coordinate data of the points could be either measured or input by hand Input Output Coordinates P1 N1 E1 Area S P2 N2 E2 P3 N3 E3 N P3 P2 P4 P1 P5 E 0 NOTE The number of points 3 20 Make sure these points must be measured or listed clockwise or anticlockwise or mistake will result 8 1 Area Calculation by Measured D
26. Thank you for choosing NTS02 As your handy construction tool it will provide you with the most efficient and economic solutions to your job To fully utilize the potential of your instrument and protect your investment you need to as we strongly suggest thoroughly read this manual before starting any operations Should you run into any problems NWI s technical support team will be happy to assist you 1 62 Contents CONTERIS iieeiicnecists niente beetle sak nun 1 Precautions for Safety ccsccceseees 4 1 2 Definition of Indication sssccccssssssssssssscccsssssccsssssssccscsssssccssssses D 1 3 Safety Standards for Laser NTS02 series sssssccssssssssssssssrees 1 4 About USER cic sais ccssssssceacesiscevsevesscacesse covsvesteasecdessosesceasecdessssesencaaseecsoosee T 1 5 Exceptions from Responsibility cccssccssssccssssccssssccssssscsssscssssees 7 8 8 8 9 9 eocccecce eoccccce 2 Preparation before Measurement ssccssssccssssccssssccssssccsssscssssseseees 2 1 About Battery wicssiiicisssceccsisctdestoasscecessescess sueceesens edeuensacceseasetieneadsczetaspete 2 1 1 Battery Power SyMmbol ccccccssssssssceseees 2 1 2 Replace the Batterry cccscccsssssssccsssssceees 2 1 3 Recharge the Battery sceveicscsccrssssdevesisssccdasnsdasesudsuccanssesenesteesersesucassece 2 2 Setting Up the Instrument sssssesssecssocesoocsoocssscsssoce
27. ata or Input Data Procedure of area calculation Program E 1 Select Program menu 4 enter into Area 1 REM Height meas A measurement 2 MLM 3 Coor Z 4 Area 5 Point projecting 6 Roadway 30 62 Survey Area i Pt0O1 100 000 120 000 POP MEE 2 Point Area a N Survey Area Pt01 100 000 120 000 Pt02 100 000 100 000 HOPI EE GIT elie Survey Area Vz 92 1822 HR 187 07 15 N 200 000m E 290 000 UZE Survey Area E Pt01 100 000 120 000 Pt02 100 000 100 000 Pt03 200 000 290 000 LOTT EET CALC Area 1000 0sq m 0 1ha 0 2471acre Perimeter 431 94m 2 Area measurement interface is shown as the picture on the left you can press F1 Input a point or call an existing point 3 Input a point coordinate or you can press F3 Search to call an existing coordinate 4 After inputing the coordinate the coordinate always is inserted behind the last select bar and current coordinate turn into a selected bar 5 You can press F2 Meas to abtain a unknown point coordinate this time you have to start EDM after distance measurement the unknown point coordinate is shown as the picture on the left 6 Press F4 Eneter to accept the measured point coordinate 7 After the numbers of points is more than 2 the calculation is possible then you can press F4 CALC the Area and Perimeter of the shape that is surrounded by the points in list box 31 62 8 To obtai
28. e error of the station coordinates 6 Press F4 dCoor the coordinate of intrument station will be shown you can Press F1 Set ST to setup station and press F2 Set A to setup the Azimuth of the instrument 43 62 Intersection result a N 0 004 E 0 003 Z 0 003 g a Intersection result A 0 004 0 003 0 003 E T Setup station 8 Setup the azimuth of the instrument and you can press F3 Rec to save the coordinates to current measurement file 12 2 Elevation Intersection Coor Z Only Z elevation of an instrument station is dertermined by this measurement Between 1 and 5 known points can be measured by distance measurement only Procedure of elevation resection Coor Z No 1 gt Pt name Code T H 1 000 file list Input REEL Coor Z No 1 HR 1 46 36 SD HD VD wE O 1 Input a known point you can press F1 Input to input the point coordinate by coordinate or you can press F2 Search to call an existing coordinates for current coordinates file 2 Press Fl MEAS starting EDM and obtaining the slope distance 44 62 3 Finished measuring you can press F4 Enter Coor Z No 1 a to accept the data HR 1 46 36 SD 4 897m HD 4 837 VD 0 767 E 4 One or more known point can calculate the Coor Z No 1 a coordinate Z HR 1 46 36 SD 4 897m HD 4 837 VD 0 767 wE er 5 Another known point will be measured Coor Z No 2 a HR 23
29. e first pointname data as recorded by coordinate date 6 2 Azimuth Setting The azimuth of backsight could be inverse calculated by the coordinates of instrument station ane backsight station Azimuth Angle Instrument Station 24 62 see 6 1 Input the occupied point data NOTE You can input the azimuth angle directly in angle measurement mode 6 3 3D Coordinate Measurement The target coordinate could be measured after the setting of occupied point and backsight azimuth The formular used to calculate N1 N0 S X sinZ X cosAz E1 E0 S X sinZ X sinAz Z1 Z0 S XcosZ IH TH Where NO E0 Z0 occupied point coordinates S SD Z Zenith angle Az Azimuth angle IH Instrument height TH Target height SD Target height Target N E Z Zenith angle Azimuth angle 25 62 Procedure of 3D coordinates measurement 1 Aim at the target point Vz 92 1822 2 Select F2 Meas to start The coordinate HR 0 0018 value of the target is displayed a cont m 3 Press F2 STA P2 3 to re input the i occupied data if necessary see 6 1 Input the Z Save P1 3 occupied point data Input I H amp T H 4 Press Fl Height P2 3 to re input the ove target height and instrument height if necessary T H m and press Fl MEAS to continue Follow this ga Gen Enter operation till all targets have been measured 5 Press key ESC to stop EDM measuring when EDM mode is
30. e not input pointname Filename error illegal character in the filename Cannot import type of the file is not match cannot import Choose file please assign a file to import or export None record there is not record in the file Saved records have been saved Select coor file assign a coordinates file Overtop the value is out of range No data there is not record in the file Type not matching the type of file is not match with what you need Inexistence file file is not existing Empty file there is not record in the file 59 62 Pickup 21 records read out 21 roadway elements from the file Pickup 7 records read out 7 roadway I Ps from the file 90 Beep off switch off Beep on rectangle position 90 Beep on switch on Beep on rectangle position Setup station first please config station before seting BSS Open error cannot open file T H overtop the height of the prism is out of range I H overtop the height of the instrument is out of range Dist overtop the value of distance is out of range Press overtop the value of air pressure is out of range temp overtop the value of air temperature is out of range Cannot calculate the shape is mussy so area cannot be calculated Extension error Input as follow COD COO MEA LSH LSV system can only accept some file such as cod coo mea Ish Isv Disk is full t
31. fully If the tribrach is not stable serious damage could result e Do not drop the instrument or tripod series damage could result Before using it check the central screw is tight 1 3 Safety Standards for Laser NTSO2 series The NTSO2 total station abides by the class of Laser Product according to IEC Standard Publication 60825 1 Amd 2 2001 According this standard EDM device is classified as Class 3R Laser Product when reflectless measurement is selected when the prism and reflective sheet is selected as target the output is equivalent to the safer class 1 Follow the safety instructions on the labels to ensure safe use CAUTION CLASS 3R LASER RADIATION WHEN OPEN AVOID DIRECT EYE EXPOSURE CAUTION CLASS 2 LASER RADIATION WHEN OPEN DO NOT STARE INTO THE BEAM __ Laser emit CAUTION Note for Safety 6 62 J WARNING e Never point the laser beam at other s eyes it could cause serious injury e Never look directly into the laser beam source it could cause permanent eye damage e Never stare at the laser beam it could cause permanent eye damage e Never look at the laser beam through a telescope or other optical devices it could cause permanent eye damage 1 4 About User 1 This product is for professional use only The user is required to be a qualified surveyor or have a good knowledge of surveying in order to understand the user manual and safety instructions before operatin
32. g inspecting or adjusting 2 Wear required protectors safety shoes helmet etc when operating 1 5 Exceptions from Responsibility 1 The user of this product is expected to follow all operating instructions and makeperiodic checks of the product s performance 2 The manufacturer assumes no responsibility for results of a faulty or intentional usage or misuse including any direct indirect consequential damage and loss of profits 3 The manufacturer assumes no responsibility for consequential damage and loss of profits by any disaster an earthquake storms floods etc 4 The manufacturer assumes no responsibility for any damage and loss of profits due to a change of data loss of data an interruption of business etc caused by using the product or an unusable product 5 The manufacturer assumes no responsibility for any damage and loss of profits caused by usage except for explained in the user manual 6 The manufacturer assumes no responsibility for damage caused by wrong transport or action due to connecting with other products 7 62 2 Preparation before Measurement 2 1 About Battery 2 1 1 Battery Power Symbol 92 18 22 187 07715 CEM GS GS Tevez Measurement is possible a t g The battery is lower it is better to replace or recharge it l Measurement is impossible it is necessary to replace or recharge battery NOTE The working time of battery will be effected by many facto
33. ge and azimuth of the fan out point 5 For example input a circle whose radius is 100 and length is 20 6 Calculate the mileage and azimuth of the fan out point 7 For example input a spiral whose radius is 240 and length is 45 8 Calculate the mileage and azimuth of the fan out point 9 Max number of element is 20 press ENT to pop up the list box of all inputed element Press Fl Save to save all element to current H LINE TYPE file and quit defining Press F2 View to browse the detailed information of a element or to edit it Procedure of defining Horizontal point of intersection 51 62 1 First pressing F4 I P to select the mathod of Curve define H point of intersection then all input is I P latter Mileage 0 000 Azimuth 0 00 00 E ir Geel ia 2 Input the Mileage and coordinates of start define H Begin a point Mileage 1000 N 10 E 20 3 Input another I P one by one press ENT to N Pt 1 E accept a dialog box Radius Al A2 ERS E 4 Press ESC to stop inputing then pop up a list List H element box of LP Press F1 Save to save all poins of 01Begin 100 i intersection to current V LINE TYPE file and O31 P 170 quit defining Press F2 View to browse the O41 P 215 SavefViewj detailed information of an I P or to edit it 15 2 Defining the Vertical Curve of Roadway The speciality of the roadway slope should be described by the vertial curve there are three at
34. here is not enough space to save file delete some unused file Max elements should be less than 20 there are 20 or less elements that can be accepted by the instrument Mileage overtop the mileage of the start point is out of range Error I P number less than 3 for calculation the number of the 60 62 intersection point should be 3 or more No data V there is not data that define the roadway in vertial aspect Standard Warranty Terms Warranty period for NTS02 is 24 months from date of purchase NWI warrants this instrument made by Northwest Instrument to be free from manufacturing defects in materials and workmanship For claims to be made under this warranty the instrument must be inspected by Northwest and the defect must be proven to NWI s satisfaction At the time that it is proven to the NWI s satisfaction that the instrument is defective it shall be repaired or replaced at the NWI s option and returned to the original purchaser at no cost to them NWI s sole obligation and the Buyer s sole remedy are limited strictly to repair or replacement with these provisions below A The instrument is returned to Northwest properly packaged with the transportation charges prepaid and insured and accompanied by proof of ownership Receipt and previous registration is required B Except for ordinary wear and tear resulting from normal usage the instrument upon inspection by NWI is determined
35. le or rebuilt e Do not look directly into the sun Eye injury or blindness can occur e Do not cover the charger Fire can occur e Do not use power cable socket or plug Fire or electric shock can result e Do not get battery wet Fire or electric shock can result e Do not expose the instrument to burning gas or liquid and do not use the instrument in coal mine Blast could be result e Do not put the battery in the fire or high temperature condition Explosion damage could result e Do not use the battery which is not specified by NTSO2 Fire electric shock or burn could result e Do not use the power cable which is not specified by NTSO2 Fire could result e Do not short circuit of the battery Fire could result e When this product encounters disturbance of severe Electrostatic Discharge perhaps it will have some degradation of performance like switching on off automatically and so on N CAUTION e Do not touch the instrument with wet hand Electric shock could result e Do not stand or seat on the carrying case and do not turn over the carrying case arbitrarily the instrument could be damaged 5 62 e Be careful of the tripod feet when setup or move it e Do not drop the instrument or the carrying case and do not use defective belt agraffe or hinge Instrument damage could result e Do not touch liquid leaking from the instrument or battery Harmful chemicals could cause burn or blisters Please assemble the tribrach care
36. n a result these points must be Graphics measured or listed clockwise or anticlockwise this time you can press to check it the shape is shown as the picture on the left 9 Offset Measurement Offset measurement are performed in order to find a point where a target cannot be installed directly or to find the distance and angle to a point which cannot 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 could be found in the following four ways 9 1 Distance Offset Measurement Sometimes we need to measure a coordinate of a point such as Al whose position cannot place a prism assum that we know the horizontal distance from prism to A1 the Distance offset measurement can be used Prism P Center of instrument CI 32 62 Procedure of distance offset measurement Offset dist Length Left Right length Front Behind Len Offset dist Prism HR 356 5027 SD HD VD CEE wk MIE ae dist Prism ff R 356 50 27 en 4 387 HD 4 373 VD 0 855 CE e Gs Offset dist Target HR 31 40 09 SD 14 902 HD 9 193 VD 0 855 Te Re 1 Input the known offset distance 2 Aim at the prism to start EDM if you need the coordi
37. nate of AO you should set the height of prism to zero if you need the coordinate of Al you should set the height of prism to the real height 3 The result is shown as the picture on the left Press F4 Enter to accept the result 4 The result of target point is shown as the picture on the left if you wish to display coordinate then you must press CORD or if you wish display distance then you must press DIST 5 When you press F1 Next you will be informed to save the result if nessary you can press ENT to save the result 33 62 9 2 Angle Offset Measurement Sometimes we need to measure a coordinate of a point such as Al whose position cannot place a prism Assume that we know that the horizontal distance from CI to A1 and the distance from CI to prism are equal The angle offset measurement can be used the figure is shown as follow Prism P Center of instrument C HD r HD f HD r Horizontal distance from CI to P HD f Horizontal distance from CI to AO Note if you need the coordinate of AO you should set the height of prism to zero if you need the coordinate of Al you should set the height of prism to the real height 34 62 Procedure of angle offset measurement Offset a A 2 Dist offset 3 Plane offset 4 Column offset Offset angle Prism amp HR 356 5027 SD HD VD MESS MI MIE Offset angle Prism HR 356 5027 SD 4 582 HD 4 567 VD 0 371 TS
38. need to setout uset lt P to select left edge center or right edge if the mile is not found by A W then you can press Fl Edit to input the mile Then you can press F3 Setout 54 62 Pt name Code N E Z Rec Roadsetout Calcil HR 84 48 20 HD 11 045 RE enh HR 24 32 20 dHR 60 16 00 HD dHD m dz CEES WIE wae ET 16 Fileman 4 The coordinate of the position on the stake is calculated in this time you can press F2 Rec to save the coordinates press F4 Enter to setout 5 According to the point on the stake the azimuth and horizontal distance is calculated you can press F1 Dist or F2 Coor to setout 6 The mathod 7 Setout Measurement Press F4 Next to setout the next stake is same as The instrument uses a FAT16 file system to manage the data All data obtained for measuring can save to current measurement file The extension name of measurement file is MEA All coordinates used by measurement can be picked up from current coordinate file the extentsion name of current coordinate file is COO Sometimes you need to note an attribute of a point when you measure the code file maybe a good helper the extension name of code file is COD The extension of LINE TYPE file for roadway is LSH and LSV LSV is vertical defining file for roadway it always is loaded after the LSH File operation is shown as follow SVY COD B MEA B COO BA
39. nt Projection Point projection is used for projecting a point to an established baseline By measuring a point its offset to start point the horizontal distance and vertical distance between the point and baseline can be calculated the figure is shown as follow 46 62 13 1 Define Baseline Procedure of defining baseline Survey Height a 1 Select the menu item 2 to define a baseline 1 1 H amp T H A 2 Set baseline i 2 Point project 2 Measure the start point of the baseline Pt project Begin Vz 80 0013 HR 340 56 50 SD 4 890m 4 831 HD CEES wae MIE Sieh 3 Aim at and measure the end point of the baseline then defining baseline is over Pt project end a Vz 83 09 38 HR 24 30 08 SD 6 408m 6 362 HD LEE Mode fEnter 47 62 Procedure of point projection Survey Pt project F HR 15 23 50 X 0 903m Y 0 867 Z CEES M 0 099 Survey Pt project F HR 15 23 50 SD 0 867m HD 0 867 VD 0 009 EE 14 Inverse The distance and azimuth from a start point to an end point could be calculated according to input their coordinates Input Output Coordiante of start point N0 E0 Z0 Distance D Coordinate of end point N1 E1 Z1 Azimuth Az N End point AZ D Start point This function can be implented in MLM when all coordinates is called from the coordinates file 48 62 15 Roadway Roadway application program is composed
40. oordinate Measurement It is possible to find the 3D coordinates of a target by coordinate measurement Please input the Station coordinate instrument height target height backsight coordinate or azimuth angle and azimuth before coordinate measurement Target Ht Target point 22 62 6 1 Input the Occupied Point Data Procedure of inputting occupied point data Vz 92 18 22 HR 0 00 18 N cont m E Z GENS n e vz 92 18 22 HR 0 0018 N cont m E Z UT E a E Set station gt STA Code I H 1 800 file list E S Set bss gt BSS Code T H 1 800 file list E S Save record ENT save ESC Not save ENT set HA 1 Measure the height of target and instrument with a tape etc 2 Press F4 P1 3 at P1 in the measurement mode to next page 3 Press F3 STA to setup station 4 Press F1 Input the station coordinate note to input a point name if the station is a known point whose information have been saved in current coordinate file then you can press F2 Search to call a point coordinates information for the station if you cannot remember the point name in current coordinates file then you can press F4 Read to browse the coordinate file and find out the point that you need Press F3 Info you can see all the information of the station if you have got the point 5 Press ENT to receipt the station data 6 in like manner you can get a B
41. rs such as ambient temperature recharging time recharging and discharging times On the data safe side we suggest the users recharge the battery full or prepare several full batteries before operation The battery symbol only indicates power capability for current measurement mode The power consumption in distance measurement mode is more than in angle mode if the instrument enters into distance measurement mode from angle mode the power maybe auto off because of lower battery The symbol only indicates the supply power but not the instantaneous power change And if the measurement mode changes the symbol will not show the power s decrease or increase immediately It is suggested to check every battery power before field work 8 62 2 1 2 Replace the Battery 1 Remove the battery Press the button downward as shown left 2 Remove the battery by pulling it toward you 2 1 3 Recharge the Battery 2 Mount the battery Insert the battery to the instrument Press the top of the battery until you hear a Click As above figures show connect the charger and the battery then plug the charger into the outlet of 110V 220V AC power supply recharging will begin NOTE The indicator light on the charger will illuminate three separate colors for varies mode conditions Solid Red Light indicates that the charger is working Solid Green Light indicates that the charge has finished 9 62 Flashing
42. socesoosessesssessseess LO 2 3 Centering and Levelling Up ccssccssssscssssccssssccssssccssssccsssscsssscses LO De Basi Functi ns nsss censis sevasdseoaacseocoseaeevapoasssoosenssbacbsssenieoey AS Del Nomenclatures neseserai LD 3 2 Basic Key Operation sssesssesssecssocesooesoossssesssee Did DISplay sisesseosssdosissiserscssstdesos oode si sciane 3 4 Mode Diagram sssssessesssissssssossssssssisssossssossssosissesssssscsssssoisesss scsessssssssi LS 3 5 Power On OfE s sssssissssssissssossissssssossossioososoosossssssssnnsossossssessssossesssss sess L7 3 6 How to Input Number and Alphabet eoesssooesssooseesooesesooecesssoosssseo L7 3 7 How to Configure seessccescoessocsssccssocesocescocsoocesoccssocesocesoosesoesssessseess LO 4 Angle Measurement seseossssecesssocsessocecesosecssssccesssoosessossessosesesssossssseo 20 4 1 Measure a Horizontal Angle of Two Points ssccsssscsseee 4 2 Set the Horizontal Angle to a Required Value scssee 5 Distance Measurement cscccccsccscssccscssccscescsscescsscsccsscsessscssessseeees ZL 6 Coordinate Measurement scccsccscsscsscecscsssssssscscscsesssscsssssssseeees 22 6 1 Input the Occupied Point Data csscccsssssssssccssscesssscssssssssssrees LO 6 2 Azimuth SCCM ssi snsessccspcsenacsecsedcces veovcasoceveasys canysevorconaces ceveaesovensccvoeesse 24 6 3 3D Coordinate Measurement scccccccscscscssssc
43. ssscsescsssssssssseseses 25 eocccecce eocccecce 7 2 Coordinates Setout Measurement ccccccscssssssscssscssscscssscscssssssses DO Os ATCA vesicssceclesssscwevtuccecasdssces cscs dessesotesestescsesccucesveusedesoteossesssstedcscosousssares OU 8 1 Area Calculation by Measured Data or Input Data 00 30 9 Offset Measurement oc scssnssesscsvenesesvenssssacessenedovsscsseenecsveeeesesetsevecesesvensees OL 9 1 Distance Offset Measurement sccsssccsssscssssccssssccssssccsssssssssscees OD 9 2 Angle Offset Measurement sccsssccssssscssssccssssccssssccssssssssssssssscees OF 2 62 9 3 Plane Offset Measurement ccssccccssssssscsssssscccsssssccsssssscsssssssesces OD 9 4 Column Offset Measurement ccccssssssssssssscccsssssssssssssssccssssssees I7 11 Height measurement REM ccsssscccssssscccsssssccsssssssccsssssscssses OO 12 Intersection 0 13 Point Projection ssevcccsessveccsseeeccoveressescesvenvnsvssesvens 13 1 Define Baseline seseessssecessscocecssccecssccecsesscceesscceessececsscsecsssseceesseseess 7 ecoooocoocoooooooooooooooooooooooooooo U4 AN VOUS Ciseesccciccdcccsssccbscced ecsensscabecukedecs oissicbecseddessetsscesscetedcosesssscdecsectesseas 4O 15 ROADWAY siscessiesiedciecsentcc itive sciseisieteekdsienticaeada invade ao 15 1 Define the Horizontal Curve of Roadway sssssccsssssssssesseees OO 1
44. tributes on the vertical curve mileage altitude and length the mileage is representative of the point where the slope is changed the altitude is the altitude of the point where the slope is changed the length indicate how much curve length is disigned to implement the slope changing the figure is shown as follow 52 62 mileage Qj 508 306 1000 48 altitude 324 325 329 247 325 689 length 0 84 56 52 806 The input method of defining vertical curve is just same as the horizontal I P see Procedure of defining Horizontal point of intersection 15 3 Roadway setout When you select road setout function a menu named road setout is poped up Before setout you should do something 1 Load a LINE TYPE file from file to memory using menu item 1 If you have defined a roadway just now then you cannot do it 2 The coordinates of instrument station must be setup you can use menu item 2 3 The azimuth must be setup you can use menu item 3 Road setout a 1 Select file A 2 Setup ST 2 Setup BSS 4 Road Setout The figure for road setout is shown as follow 53 62 center Space between Roadsetout para Start Mile Space Between Roadsetout para Leftdist Rightdist Left dH Roadsetout RightEdgell Mile 100 00 Offset 10 00 dH 0 100 T H 1 000 Edit 1 Input the start mile and space between 2 Input left distance right distance etc 3 Use A V to set the mile on the stake that you
45. unctions matching the softkeys 1 Input number when numeric input One 2 Input characters when alphabetic input Input a decimal point Input plus minus sign Power Power On Off Enter into setting mode directly ENT End dialog and save setting to file ESC Escape to the previous menu or mode end dialog and not save 1 Enter into angle measurment mode under basic measurement ANG mode 2 Up arrow 1 Enter into dist and angle measurment mode under basic DIST measurement mode 2 Down arrow 1 Enter into coordinate and angle measurment mode under basic CORD measurement mode 2 Left arrow 1 Enter into menu mode under basic measurement mode ME y 2 Right arrow Note 1 Power indicate 2 Basic measurement is composed of angle and dist and coordinate measurement mode 3 3 Display The LCD could display 6 lines with 24 characters per line In measurement mode it displays some common information in above 5 lines and displays soft functions in the last line 3 4 Mode Diagram 15 62 92 18 22 187 07 15 DIST ANG Dist mode basic measurement mode 92 18 22 1 187 07 15 2 CORD DIST Coordinate mode basic measurement mode Vz 92 1822 HR 187 07 15 E m Z ST uen TErS Menu mode 4 Menu ai 2 Setout 3 Fileman 4 Program 5 5 parameter 6 Calibration v
Download Pdf Manuals
Related Search