SOUTH Warranty Card No: ‘na return ofthe registration por ofthis watranty card to SOUTH wil serve a 2 bass for etabishing tha purchase date by the consumer purchaser. The flue of the purchaser to return the reistration cord wil nt affect te rights under this tratany song a the consumer purchoser can establish he orginal purchase hepifen souhnstrument.com/supportire.2sb User Information contact Person : Tie: Company: ‘esos: Phone: Foe Email Product Information Prose: p= 24260 ser nant Purchased By: Inveice Number: Date of purchase: Comments: ‘Tis South products warranted by South Surveying & Mapping Instrument Co, Ltd. During the warranty perio, SOUTH or is ‘authorized service station wil, without charge, repair or replace any part or assembly of pats found to be defective in material or workmanship Subject to he following limitations, and exclusions: ‘This warranty shall nat apply tothe following: 4 .Produet which has been subjact to misuse, abuse, negligence, Accident, or which has had ite serial numbers, names, functions oF applications altered or obliterated, _2.Defeets of damage directly or indirectly caused by the use of| tinauthorized replacement paris andlor performed by unauthorized personne 23-Tools kit, Operation Manual, SO card, the communication cable Presented with the instrument 4. Customers who do nat meet the corresponding obligations such, ‘2s full sattlement 2s schedules, and properuse and storage of instrument as inetructed THIS WARRANTY GIVES YOU SPECIFIC LEGAL RIGHTS AND YOU MAY ALSO HAVE OTHER RIGHTS WHICH VARY ACCORDING TO THE LOCAL LAW ANO REGULATIONS, soowraee]| CE 8SOUTH warranty cara yo ‘The retun ofthe registration part ofthis warranty card to SOUTH wl serve as asc for establishing the purchase dateby the consumer purchaser. Theale at the purchaser to return th registation card wil not afect the rights unde this Werrety so long as the ensumer purchaser can establish the orignal purchase tate. For your convenience, you can also register online. ftpifen southnstmentcom/suppotirea asp User Information Contact Person Tite: Company: - Address: Phone Fax: Email Product Information cid = 342Q6K Serial Number: Invoice Number: Comments: Product)Mode! Purchases By: Date of purchase: Maintenance Record EE Performed By [Comments SOUTH warranty cara no. ‘The retun ofthe registration par ofthis warranty card to SOUTH wl serve bass or etabshing the purchase date bythe consumer purchaser. The fal the purehosertoveturn the reistration card wil nt affect he rights una ‘eorany long a the consumer purchaser ean establish the orgie purchase Gate. For your convenience, you can slso register online. at htgifen southastumentcom/supporeg asp User Information Contact Person Tie: Company: deress: Phone Fax Ema: Product Information rodveyater Af. -342RGAC seat number Purchased By: Ivoce Number: Date of purchase: Comments:NTS-340R5A Total Station Operation Manual= —_ &3«x\. SQUTh SapNTENTi ‘ SOUTH ' j set ' oi ' s j 7 ; ; { 2 | 9 |FEATUI 1. Ak This se and parar engineerin 2. Ea This se easy and « accelerate 3. Mc Suppo Bluetooth® 4. Au Auto ‘automatic 5. Ad A bet performan technolog measuterr 6 Sp Beside measurerr design, Cc aso custor 7. Us The of surveyors.SOUTH FEATURES 1. Abundant Functions This series covers various surveying programs as well as functions of data storage and parameter settings. I is capable for various kinds of professional surveying and engineering measurements. 2, Easy and Quick Operation on Touch Screen This series employs advanced technology of touch screen, making the operation easy and quick, You can use the touch screen and keyboard at the same time, which accelerate the operation speed. 3. Mote Choices on Data Transfer Supportable to SD card, U-Disk, and USB to connect to the computer. Moreover, Bluetooth® is available to connect with PDA and transfer data to your cell phone or PC 4. Automation of Data Collect Auto data collect program can record the measurement and coordinates data automatically, and transfer the data with the computer. 5. Advanced Hardware Configuration A better design Is put on the body and intemal sttucture to improve the Performance and water and dust proof. Additionally, it employs various advanced technology on super far reflector-less measuring range, absolute encoding angle measurement, precise dual-axis compensator, and high-strength body. 6. Specific Survey Programs Besides of the basic measure modes, (angle, distance, coordinates Measurements), NTS-340R5A series provides several specific survey programs like road design, COGO, etc, adapt to various requirement of professional surveying. You can also customize your own programs on your need. 7. User-ffiencly Operation Interface The operation menu is well designed to carter the operation practices of most surveyors,SQUTH PRECAUTIONS 1. Do not colimate the objective lens directly to the sunlight without a fier. 2. Do not store the instrument in extremely high or low temperature, in order to avoid the sudden or great change of temperature. 3, When the instrument is not in use, store it in the case and avoid shock, dust and hummicity 4, If there is great difference between the temperature in work site and that in store place, you should leave the instrumnent in the case til it adapts fo the temperature of environment. 5, If the instrument has not been used for a long time, you should remove the bottery for separate storage. The battery should be charged once a month. 6. When transporting the instrument should be placed in Is carrying case, it is recommended that cushioned material should be used around the case for support 7. For less vibration and better accuracy, the instrument should be set up on a wooden tipod rather than an aluminum tipod. 8, Clean exposed optical parts with degreased cotton or less tissue only! 9. Clean the instrument surface with a woolen cloth after use. If gets wet, dry it immediately. 10. Before opening, inspect the power, functions and indications of the instrument «as well as its intial setting and correction parameters 11. Unless the user is a maintenance specialist, do not attempt to disassemble the instument by yourself even If you find the instrument abnormal. 12. Do not shoot the laser at people's eyes, Do not stare at the laser emitter. 13. Keep touch screen clean, do not scratch by edge fool. 1. BRIE LIA Display TribraSOUTH 1, BRIEF INTRODUCTION 1,1 Appearance order to tust and ‘in store ature of ove the Collimator nse, it is Ipport 1p ona et, dry it Vertical Tangent Screw frument Battery Locking Lever nile the Horizontal tangent screw Horizontal clamp5 1,2 Unpac Unpact Lay dos instrument. Storage Cover clamp scre tighten the 1.3 Instrurr Mount ensure the t Op: 1. Level 1) Settir © First to the grour @ Mak same plum @ Step 2) Attac Place 1 loosening tt point, slight 3) Roug @ Tum case the bu of the two ke @ tum4) Precisaly leveling by using the plate vial @ Rotate the insttument 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 tuning the leveling screws A and B. Leveling Serew C \ Leveling Leveling Screw A ree ® Rotate the instrument 90°(100g) around its vertical axis and tum the remaining leveling screw or leveling C to center the bubble once more. Leveling Screw C Leveling Screw Leveling Screw B @Repeat the steps D® for each 90°(100g) rotation of the instrument and check whether the bubble is correctly centered in all directions. 2. Centering by using the optical plummet 1) Set tipod Lift tripod to suitable height, ensure equal length of three legs, spread and make ipod head parallel to the ground, and piace it ight 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 tipo, 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 postion of these two legs through observation 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 insument to make optical plummet collimate precisely to the statior 3) Use c Adjust le inthe midal 4) Use p DRotat place the p bring the bul @Rotat screws A an 5) Precis Through screw and instrument p screw and le Repeat station point 3.Cent 1) Set exten ground and 2) Mc Mount t of the tipod ground and the laser dc leveling ser precisely. 3) Ler 4) Pre By obs move the it point precis until the instSOUTH 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. 4) Use plate vial fo level the instrument accurately ) Screw and Rotate the instrument horizontally by loosening the Horizontal Clamp Screw and 3, and then place the plate vial parallel to the line connecting leveling screw A and B, and then s A and B. 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, Turn level screw C to make the bubble of the plate vial in the middle. 5) Precisely centering and leveling Through observation of optical plurnmet, slightly loosen the central connecting sctew and move the instument 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 remaining station point. 3, Centering by laser plummet (optional) 1) Set up the tripod Extend the legs to suitable length, make the tripod head roughly parallel to the ground and up to the station point. Fix one of the leg to the ground. 2) Mount the insument and centering Mount the instrument carefully on the tripod and tighten the screw under the head of the tripod. Tum on the laser plummet. Hold the two ftee legs which are not fixed to the and check ‘ground and decide the position of the ground to fix according to the laser dot. When the laser dot is roughly on the station point, fix the 2 legs on the ground. Adjust the leveling screws on the total station trlorach until the laser dot is on the station point and make ee ent station 3) Level the circular and plate vials as the instruction above. 4) Precisely centering and leveling the instument By observing the laser dot, slightly loosen the screw under the tripod head and one ost Move the instrument (not to rotate the instrument) until the laser dot is on the station a point precisely. Tighten the screw and level the instrument again. Repeat these steps e ground. until the instument is precisely centered and leveled. 2 preciselyMounting Insert three anchor jaws into holes in tlbtach and line up the directing stub with the directing slot. Tum the locking knob about 180°clockwise and tighten the locking screw with a screwdriver. 1.7 Eyepiece Adjustment and Collimating Objects Method of Colimatiny [for referent @ Sight the Telescope to bright place and rotate the eyepiece tube to make the reticle clear. ® Colimate the target point with top of the triangle mark in the coarse collimator. (Keep a certain distance between eye and the coarse collimator) @ Make the target image clear with the telescope focusing screw. {elf there is parallax when your eye moves up, down or left, ight, t means the diopter of eyepiece lens oF focus Is not well adjusted and accuracy will be influenced, so you should adjust the eyepiece tube carefully to eliminate the parallax. 1.8 Powering ON/OFF Powering on @ Level the instument. ® Press the power bottom. Power off Ok @n cau change instumer *Dut measurestud with the >cking screw o make the > collimator. 1e diopter of ced, sO you SOUTH Power off @ Hold the power bottom for 1 second until the menu of powering off pops up. @® Make sure the instrument is powered off normally, otherwise data may be lost. Cautions: make sure that the battery is sufficient. If it displays “Low Battery’, please change the battery or recharge It as soon as possible. Make sure the power off the instrument normally. *Duting the process of data collect, do not remove the battery, otherwise the measured data wil be lost.2. OPERATION 2.1 Operation Keys oa Pei elasy a shifting case-sensitive when inputting characters o open soft keyboard *x open the quick menu i) power button Func Function key Ch Control key Tab go to next input area Att Replace key Del Delete key Tab Switch display focus point in different widget Bs backspaces Shift switch between characters and numbers. SP. space ESC. exit ENT enter avd switch among different menus or move the cursor o9 input number and alphabet = input the minus or other alphabet .____inputdecimalpoint MEAS ‘On the tight side. Trigger measure function in diferent program. is 9] 9| _PSM PPIV PT 2.3 Dis The dis mode."@AOQO SD SLUDS OUI S| JOLLUO) @Uy ‘@i5UD OU INdUI LEW, SP £Z .ZL IO spunjs GpEzZL : BO pou JueweinsD@tL [OWIOU JepUN PUDIES ‘eINUILU ‘eeiBep §} @|BUD Jo JOWIO AD|AsIp SY e\Buy 30 Anidsiq ¢'z, UUOU {UIOd Id ENIOA UOYDSUIOS S1YGSOULYO Wadd @NIOA JUD}SUOS UUs WSd @INSO@W @|6UD JO JUN , IL, qu @insDeW B/6un Jo 4JuN ,uoB, uo einsoSul e@i6ud Jo jun ,puodes ejnuIW seiBep, swip yun jee} u yun iow w SIDUIPIOOD UOYOAS|S Z ‘@{DUIPIOOS |s08 a @|DUIPIO0D YOU N ‘SOUDISIP OPIS as ‘SOUSLOYIID |OOLION aA SOUDISIP |OJUOZHOY GH +491 @16U0 joUOZuOY 4H 446u 9/6un jouoZuOY 2H (Apidsip juaipoi6) aj6up jOoeA %A IBUD JOOISA A EUS) SIOQLUAZ'Z, s Cc |] 3 BySQUTH 2.4 Routine Measurement Symbols of the routine measurement: symbol function SOUTH Click and switch between logo and the current file name. o Display the battery level. Click to enter the setting menu of power, backlight and sound. * ‘Quick Setting key: It provides a quick way to carry out the common setting and operation, a Open or close the soft keyboard, 19:42 Displays the current time, click to enter the time and date setting @ Click to display the information of the instrument. ° Do not save the modification on the current page and go back to the previous interface. ° Save the modification on the current page and go back to the previous interface. Basic Operation 1. Press&¥® to switch among the different menus. 2, Press numeric key 1-5 fo select sub-menu options of the coresponding menu ‘on the main screen 3. Press "Tab" fo switch over different options. 4. User can carry out the operation by the touch pen. 5. ESC corresponds to ®, press and go bark to the previous screen. 6. ENT comesponds to © key on some certain screens, press it and save the setting and modification on the current screen. 7. While the cursor is biinking, user should choose the text box first, then Inout the detail 8. When the touch screen is not sensitive fo the stylus pen, please adjust the touch screen, and see Section 7.4. 9. When the waming, prompt or error message is popped up, please hold on a. second, then the message will disappear automatically and user can move to the next operation. 3.JOBM Each j ‘operations, automatic Measu Gata with tt Creat ethe jo ether 3.2 Open. Open eA job : ‘@Any OF colors ope| menu ve the put the > touch dona ne next SOUTH 3. JOB MANAGEMENT Each job corresponds to one file. Before carrying out the measurement and other ‘operations, user should establish a job first. The system will create a file named “default” automatically.Every time tum on instrument will open previous job file as default Measurement data and input data will be saved in the job. User can exchange the data with the job by “import” and "Export" functions. Job management menu: 1 Ww 2 open 3 etete 4 save as 5 teojle win 3.1 Create New Job ‘Create and open a new job, and the last job will be saved. ‘The job name must be diferent. ‘The maximum length of the job name is 8 characters, and the extension Is "job". = = Name: Input the job name. If not, the system will take the current date as the default ee name. i ‘By: Name of the operator. i ‘@Note: Add note to the job. [anne aK OEE 3.2 Open Job ‘Open an existing job. The previous job will be saved at the same time. A job should be selected before it is opened. Any operation will not be cartied out while the current job which is showed in blue color is opened.SOUTH 3.6 Inf Disp eT 3.3 Delete Job ‘Delete a chosen job which will be moved to recycle bin, User can recover the job from recycle bin #4 job should be chosen before it is deleted, arte a @{Del]: Move the chosen job to the recycle eT 2. 3.4 Save As Format #Save the current job as a new job. a = cm ‘@Name: Input the name to be saved as. eSelec Select | Teune —_ on ose 3.5 Recycle Bin Operate the deleted job. @ [Reset]: Recover the chosen job 3.8 Ext (Dell: Delete the job permanently, The *Expor deleted job can't be recovered. oe Export Dee Format—2>EEESE EEE SOUTH 3.6 Information ‘eDisplay the current job information @.Job name: Display the current job name: Pt. no. : Display the point quantity of the current job. ‘@Code no, : Display the code quantity of the current job. rhe job ‘Operator: Display the job operator. ‘@Note: Note for the job. ‘@Create at: The creating date and time of recycle the current job. 3.7 Import ‘elmport data to the current job. a zal Z rroet sea te psa eas aT From: Select the type of fle format. ort @ ype: Select the type of the impor lle. frm ee @Foimatt: Select the type of data formatisee tye a Ns) appendix for more reference), fowt REE [ST [Next]; Move to the next step. edas. eselect the fle to import. ¢ [Back Back to the previous menu: [import Select a file to impor. ; 3,8 Export nently. The ‘@£xport: Select the storage where to export ‘@ type: Select the type of export fle. @Format: Select the format of export file. ‘@ {Next}: Move to the next step. i ———SOUTH File Name: Input the name of the export file, Back: Back to the previous screen. @Export: Start to export data, Export: export file | Dcrssiscioscsenisinetiic EME, 3.9 About Display the information of the total station Aout Version: Firmware version. ‘@Model: The model name. ‘@SN#: The serial number of total station @HSN: The equipment NO of total station. Version nesucOtOl7 Yodel wIS-S40C2/5)85 @ MARIN: Mainboard firmware version warn: 129-nesuso wor: 122-017 ‘Boot: Loading firmware version Angle: Angle firmware version Nat: wom om: 120-102 @EDM: EDM firmware version @ TILT: Compensator firmware version ee ae o Tap: TemperaturesAtmosphere Pessurefirmwore version c cs os \e -SOUTH me of the export 4, DATA MANAGEMENT s screen, In this function, user can view, add, delete and edit the data of the current file. a. Data Management Menu: th etting menu 4,1 Raw Data Display the raw data ist. (See appendix for more reference) input the point name in the edit box, and q the system will go to the fist data which is completely matched. [Ist]: Go to the fist data. |Last]: Go to the last date. total station Edit; Edit the selected raw data, Only total station, point name and code can be edited. User can edit the point name and code of the selected raw data, The measurement data of the raw data cannot be modified ‘@PIN: Input the new name of raw data. > Version Code: Input the new code of raw data. a ~~ on version « e&Aimosphere [abdisorerinnsin BS 1028]FEE: SOUTH 4,2 XYZ Data ‘Display the coordinate data list Three types of the coordinates data: input, measured and calculated, ‘input the point name in the edit box, and the systern will go to the first data which is completely matched, [Del]: Delete the selected data. (Edit): Ecit the selected data, [Add]: Input a coordinates manually, Screen of editing the current coordinates data. if the coordinates data is measurement data, the N, E, Z cannot be edited. a Se PIN: Input the new name of coordinate (a | | data, coe G7 ‘Code: Input the new code of coordinates “ [i ee data. ‘@N: Input the new North coordinate, ‘E: Input the new East coordinate. 2: Input the new elevation coordinate, ‘#screen of adding new coordinate EST qa] PIN: Input the name of new point Pew = ‘Code: Input the code of new point ‘code ee ‘@N: Input the North coordinate of new point F —— E Input the East coordinate of new point i 2: Input the Elevation coordinate of new I. pont 4.3 Code Data Display code data list @input the code in the edit box, and the system will go to the corresponding code. [Del]: Delete the selected code ‘@|Ecit|: Eait the selected code #IAdd]: Add a new code 4.4Gr Disp fy 5calculation, and xo 1e other functions g the screen. a known point, 1 known point int nown angle starts alue rotated from from start point to etween start point lM list 5.3 Inverse ‘Calculate angle and distance between two known point es eT seetmt Gal at sd Pt fe] +o NRO vx OOO So [RRO sont ancONOdes » eS Bilin [eT Ss 0.8 5.4 Area & Perimeter Calculate the area of known points SQUTH {Save}: Save the calculation resuit after an effective calculation. @ [CalJ: Calculate the coordinates according to the known data. The result will be displayed in the “calculation result area”. @strtPt: Start point. Input a start point. End Pt: End point, Input an end point. @ 2; cailup or input a known point. @ HD: Horizontal distance between two points. @SD: Slide distance between two points ‘V0: Vertical difference between two points. ©V%: Slope of two points. @Angl: Angle between two points. #ICal,;: Begin to calculate. @ The added data will be displayed on the @{ADD] oF {Insert}: Choose the place of the added point. 21: Add a point data to the list @|Del|: Delete a chosen data on the list @{Cal]: Calculate the area of current known point data. @ {Resl}: Display the last calculation result. Screen of last calculation result5.COGO COGO can complement the routine calculation and surveying calculation, and save the results. Display of COGO SOuTH SOUTH So eae wea, [Seaion]2 cate ata |Seain 3 reverse Tea Jfeonen| [6 pecarerin st frac 5 reLimerse veal 5.1 Calculator Scientific Calculator (Only introduce the special function keys. The other functions are the same as ordinary symbols of common calculator) (Ci): Clear, |Past): Paste the data from the clipboard to the edit box. {Cop}: Copy the current calculated result fo the clipboard, (DEL): Delete the recent input characters. {C}: Clear the edit box and finish the calculation without clearing the screen. (P|: Input the approximation of 1 to the edit box. 5.2 Calculate XYZ To calculate the coordinates of one point in accordance with a known point, angle and the distance. aloe * ‘@S1rPt: Stort point. Input a known point swe] =] Result Stra Jos RN a @SirtAg: Start angle. A known angle starts from the start point. eS @+Ang: The right angle value rotated from 2 HE HE ne stort point cal. [BS ns HD: Horizontal distance from start point to calculated point VD: Vertical difference between start point and the point to calculate. ¢ 2:call up a known point. 26 5.3 In Calc Steere ind Pe E areaqy F | & free portaSOUTH will be shown in black. wale ee 5.5 Pt-Line Inverse According to the line from the start point to end point, make a straight line Perpendicular to the offset point. The calculation results are the horizontal distance between start point and pedal, and the horizontal distance between offset point and Pedal. lien ‘@StP1: Input or recall the coordinate of start point. stl SI] @£EndP2: Input or recall the coordinate of “= end point. offseert SE] @OffsetP3: Input oF recall the coordinate of ff ft [arg | Diftset point aaa ERs Cal, Start to calculate after inputting three known points. ‘Display the PtLine Inverse result. — [Save]: Save the coordinates of the pedal. Display the Pt-Line Inverse graphics, shown figke ai straight line orizontal distance 1 offset point and -cordinate of stort e coordinate of he coordinate of ter inputting three ites of the pedal. graphics. SOUTH 5.6 2 Points Intersection ‘According to two start points, and the angle or distance between these two points ‘and intersection point, the coordinates of the intersection point can be calculate. ‘Calculate the intersection point by two distance values. @ [Dist]: Switch between angle and distance. 2m Intersec xe seer @ [Cal]: Calculate the coordinates of intersection point. a — sett fs] == = leer TT Calculate the coordinate of intersection point by the azimuth, [Azimuth]: The angle from start point to 2 Pt Intersec Seer intersection point. — seer [=] a =— = en aT ‘Calculate the intersection point by distance and angle. 2 Pt Intersec =@ [seer ge aay] ——} = sere 4 == = crs} ‘eThe result will be displayed in the following screen according to the number of the intersection points. [Sove]: Save the coordinates of intersection point. The name of the next intersection point will be accumulated automatically, Graphics of intersection calculation (The shown figure bases on the distance calculation.)5.7 4 Points Intersection 4 pe tntersec xa Calculate intersection point of two lines which are formed by four points @SHiP1: The start point of straight line ‘@EndP2: The end point of straight line [Cal]: Calculate the coordinate of the Intersection point, [Save]: Save the result and the point. eResulpoints aht line ht line dinate of the = point. SOUTH 5.8 Volume. sThe system will create a triangulation network with the points in the list, and take the reference height as the reference plane fo calculate the volume. ‘Ref HI: Input the reference height which is Used fo calculate, the plus volume is above the reference height, and the minus one is beneath the height. ‘#{Del]: Delete the selected point in the list. [Del All|: Delete all points in the list. {Cal}: Calculate the volume according to the reference height and points in the lis [Add All]: Add all the points of the current job to the list, The maximum is 200, @ [Batch Add]: Add a batch of calculating points |Add a Pt}: Add a point to the list. Result of volume calculation. #+V: Volume which is above the reference height. ‘@-V: Volume which Is beneath the reference height. ‘Total:sum of +V and -v, ‘Graphics of volume calculation.SQUTH 5.9 Unit Convert the value according to the selected unit, After inputting the value, the system will automatically calculate the result of conversion, writ a) cage nit GEE] cs as [dan sett | 5.10 Meridian convergence *Calculate convergence of meridian with known information.Use this function when connect to gyroscope. (Please check details in gyroscope operation manual) ei ca a sie, ae sete ee tacit] os ee meth ae copeinte = a] Baceiesiceacae EBD, 5.11 Lead Traverse ¢ Input start point and click “next” Traverse Ad, so @ Start Point: Traverse start point sere > a _ a Em, ‘Traverse Ad. oe ‘Close point: traverse ending point ‘Know Point: ending point corresponding to the xe —— know point | Ea adjui SOUTH © Display calculate resuit value, the seaverse Ad rs clo.err 2.18 arimth 9672.80 relent ia Dinero, © Coordinate adjustment for existing data or not Traverse Ad = is function adjustment coord? © Elevation adjustment for existing data or not Traverse Ad = al adjustment elev? int ee anding to theSOUTH 6.3 Dis! 6. SET Set th “Set” con be classified into two types: one refers to job setting, which will affect the - current job; the other is not related to the current job. Instead, It affects all he jobs. fea The following settings belong fo the fist type. The [Default] key can save the current setting as default. When setting the next job, ba the system will use the setting of the first type as parameter of the new job. ‘T-PSensor The Menu of Set” SOUTH TH. =a e So foe me i ‘data | station| 2 Angle [Station | 2 Asp install 4 a ese # otce ane , SE raton|s Fas 7 c 6.1 Unit Setting Unit setting eset th The unit is relevant fo a certain job. Different job may employ different unit a TE a) @ Angie: Set the angle unit of the curent jo. -— ~~ eae Set the distance unit of the curent 7 Job. mi vistance x} ‘@Temperature: Set the temperature unit of the eS Temperature FE sh current job. premre stam] | Pressure: Set the pressure unt of the current joo. @[Def; Set the curent setting as default, While Out. creating a new job, the system will adopt the current setting. 6.2 Angle Setting Set th #Set the angle. elf the | = wa) Vertical 0: Set the vetical angle display of a the curtent job as Horizontal 0 or Zenith 0 -— vertical 0 GaeTaaaT OI @ Compenst: Set ON/OFF of the compensator ed {Det}: Set the current setting os default on coperst GSE [B=] | while creating a new job, the system will adopt a5 a the current settingSOUTH 6.3 Distance Setting Set the distance. will affect the _— wm) © ® «Scale: Set the scale factor of I the jobs. i aI measurement station of the current job. Ht: Set the height of the station of the 1g the next job, . oo current job. 5 tee 4 ft unit, ment job. of the current @ unit of the @ current job. Jefault, While ill adopt the je display of tho. F of the J as default, m will adopt @FP Sensor: Set ON/OFF of the temperature and pressure senor. @K: Set the correction parameter of atmosphere reffaction modulus and earth curvature radius. [Set]: Set the conection parameterof temperature and pressure. (Det: Set the current setting as default While creating a new job, the system will adopt the current setting. Set the distance measure mode vote wl NW Times (Cp aptines © Continwoe © Tracking [OG Talons Tor gs sot] Set the measuring target. Taree | al Prise Sheet Hen Prism @N Times: Set the measuring times, 1-5 optional. @ Continuous: measurement. @ Tracking: Set the tracking measurement, with fast speed but lower accuracy. Set the continuous fine lf the EDM Is infrared type, “Sheet” and *Non-Prism"cannot be chosen. @ |[Ptism]: Set the measuring target to prism. Const: Set the prism constant. @ [Sheet]: Set the measuring target to reflecting sheet. @[Non-Piism]: Set the measuring target to other materialSOUTH 6.4 NEZ Setting 6.7 Po| Set the parameter of coordinate. Powe = a Order: Set the display order of coordinate. f= Face UR: Set whether the coordinate value [oattery eter EF relative to instrument's left face or tight face, if not, ou the measurement results on both left face and ats tight face are the same, on feceun ERs seers} [Defi [Def]: Set the current setting as default While creating a new job, the system will adopt (B18) he Current setting, 6.5RS232 Communication Setting #Set theparameter of RS232 communication aS jal 8232: Whether fo open the RS232 data <= Js Port, When the Bluetooth is on, the RS232 port will sue vate EEE——]+4 be shut down automatically. . =<, @ Baud Rate: Set the baud rate of communication por. Bit: Set the data bit of communication port. ‘@Poriy: Set the parity bit of communication rey SE] se (15 sists 10:23) port, @Siop: Set the stop bit of communication Port. oJ 6.6 Bluetooth #Set the parameter of Bluetooth. mae al @Bluetooth: Set ON/OFF of the Bluetooth. When the RS232 is on, the Bluetooth will shut down 6.8 Ot Steet Boe II ‘automatically Othe toed EE @Keyword: Input the keyword, a Languag 2. satel Me 36SOUTH 6.7 Power Management #Power Management Setting, er of coordinate. Battery: Display the remaining power. coordinate value = @ Sleep: Set the sleep time while the ight face, if not SEE) instrument is not being operated. th lett face and step @ OFF: Set the power off time while the oy instrument is not being operated. ing as default lige et @ Light: Set the light off time while the stem will adopt cou Es insttument is not being operated. Light setting mc ‘Auto: The instrument will automatically set ary the intensity of LCD light according to rid surroundings. the S282 dota — ‘@ Key Light: Set ON/OFF of the keyboard © RS232 port will a backlight. FS ——]st reeticte vist ‘@Reticle Light: Set ON/OFF of the reticle light. baud rate of Oo elie ss munication port ‘Other Settings of the Power Management communication rE ® Battery: Choose the battery type ‘ccording to the battery in use. sommunication a es Sound: Set ON/OFF of sound. sond _——s [Os Tee TL JS os] the Bluetooth. h will shut down 6.8 Other ‘Other settings. — qa] @language: Choose the display language. anqsge ETE —]=} estat (sss nace 10]SOUTH 6.9 Upgrade 6.10F Upgrade the programs of the total station firmwares. eForrr ‘First, contact your local dealer and request for an upgrading program package, Copy the package fo the RAM, SD card or U-disk. Then press the corresponding key to start upgrading. Before upgrading, the curent version will be shown, user cannot upgrade when the hardware version is inconsistent. ue The upgrade software cannot be renamed. Only one upgrade software can be Format stored in a storage media, at a ‘System: Upgrade the systern firmware. Other: Upgrade other firmware. [=] oe 6.11R Rese reise SS IRA] c Types of other fimware upgrade oe aan al s1Ange Pari]: Upgrade the angle firmware sot maa ‘@[DisPart}: Upgrade the distance firmware aa @ = [2Axis Comp: Upgrade —2-oxis ranear Compensatorfrrwvore [T-PSensarrart] ‘@[T-PSensorPard]: Upgrade the temperature Update with caution! and pressure sensor firmware BY) G28 ‘System upgrade Screen elt is ol ik wl ‘From; Choose the storage media where can click in rien: = ‘the upgrade software is stored, iiee Sn @ Hardware: The corresponding hardware Filan soFewares 100708 ao ‘upgrading i Software: Display the current software version. Syten ee @Upgrading: Display the upgrade software On System: Display the upgrade software in used is for the systern hardware upgrade. @ {Star}: Start to upgrade.gram package. sponding key to n, user cannot oftware can be: \ firmware. He, gle fimware De fimware rade —2-axls > temperature media where Ng. hardware ent software ade software = software in rade, 6.10 Format ‘Format the current memory. fmt G54 6.11 Reset Reset to default setings. 6.12 Application install SQUTH @ Code: The system will create an identification code randomly. @input: Input the code above. ‘Format: Choose the memory to format. {Format}: Start to format, @ Code: The system wil create on identification code randomly. @ input: Input the code above. Initial): Start to reset. ‘elt Is allow to install thirty party software, insert SD card which with the application, can click install. [uninstall] Remove application. Install): Install application7, ADJUSTMENT Menu of Adjustment SOUTH ~*~ a] Conpensator ¥0 Adjustment Additive Constar Leo Adjust ‘yo correction 7.1 Compensator ‘Agjustment of the dual-axis compensator. First, adjust and level the plate vial. Then, press the "OSet" key to set the value of X and Y to 0. al ‘[0Sel]: Set the compensator as 0 in the o Current state, after that, the instrument will set the 8% (0817 des: current state as leveling state. 3 © + o.me es 8 ©000@0000 ° te 7.20 Adjustment The adjustment of vertical index difference the so-called langle). This item must be Adusted after finishing the compensator adjustment and crosshair adjustment. Inspection 1. After leveling the instument, colimate at any target A and read the angle value of Face L. Record the value as L. 2. Rotate the telescope and collimate at the target A with Face Right, read and record the angle value as R. 3. If the vertical angle is 0° in zenith, i =(L + R- 360°)/2. 4, If the vertical angle is 0° in horizon, i=(L + R= 180°/2 or (L +R - 840°y2 5. If |i] =10" shall set the Vertical Angle 0 Datum again. justmer 1. Precisely sight any target A in same height with the instrument in Face Left, and if eThe) Itis just forSOUTH fead the vertical angle value L. % al Ly Ae des @/Set]: Set the angle value on Face Leff. . Rv ite ass i 2. Precisely sight at the same target A on Face Right. w cov ‘@ Set; Set the angle value on Face Right. he value of X «vate des as 0 in the ow “ nt will set the ee 3, Affer setting the angle in both Face Lett and Right, the screen will display the index difference, press [ v] to set the adjustment. vo @) en) ev 100.4908 des BT wife 2.387 ds OB 4s em must be nent. 4, Repeat the inspection steps to check the Index Difference (| angle). If the Index Difference cannot meet the requirement, you should check whether the three 2d the angle steps of the adjustment are right. Then set again according to the requirement, 5. If the Index Difference stil fas to meet the requirement after repeated ht, read and operation, the instrument should be retuned to authorized service center for inspection and repair. ova, eThe value of vertical angle is not adjusted and compensated in the OSet process. Itis just for reference. ace Left, andPR SOUTH 7.3 Additive Constant The Instrument constant has been checked and adjusted in the factory, and K=0 It seldom changes and it is suggested to check once or twice every year. The inspection should be made on the base alignment, also can be made according to the following method, Inspection 1. Mount and level the instrument on Point A on fiat ground, Use the vertical hair to ™ark Point B and Point C with the distance of 50m on the same line, and colimate the reflector accurately 2. After setting temperature and pressure value, measure the horizontal distance of AB and AC accurately, 3. Set the instument on Point B ond center it accurately. Measure the horizontal distance of BC accurately. 4. Then you can get the Instrument Constant: K = AC - (AB + BC) The value of K should be close to 0. If |K| >5mm,#& the instrument should be strictly inspected on the base alignment, and be adjusted according to the inspection value. Adjustment If the inspection suggests that the Insttument Constant K has changed (not closeto 0), set the Stadia Constant in accordance with the Constant K. eae wm) Pim AddCon: The additive constant K of the piism mode. Prism Adcon BBS] #Non-P AddCon: The additive constant K of non-prism mode. en con (OHT] = Set the ofientation through the vertical hair to =] Make Point A.B, and C on the same line strictly Deen EM, Mt | “ye There must k eThe c very essenti common-us tibrach, mk inconsistenc Instrument, 7.ALCL Due te the LCD Adi Precise agjustment, If not, the us ey ros tard [Bsn 7.5 Gyr @ input which c Plea correction | [orosperti [OGu.SOUTH There must be a fixed and clear centering mark under the Point B. ictory, and K=0. The coincidence of the center of the prism and the center of the instrument is very year, The very essential to the measuring accuracy. Therefore, it’s best to use a tripod or a fe according to ‘common-used triorach on the point B. If we replace it with a three-foot adapter and a ‘tiptach, make sure that they are stable and fixed. It is possible to reduce the inconsistency if we just replace the upper part of the prism and the upper part of the instrument. > vertical hair to 2, and collimate 7.4 LCD Adjustment I distance of AB ‘Due to different affecting factors, the position of LCD may have offset. In this case, the LCD Adjustment may require. 2 the horizontal Precisely click at the center of the cross with the indication. After finishing the adjustment, the screen will go back to "Adjust” menu while the adjustment is successful. If not, the user should repeat the adjustment. io Adjust ql ress Tard at designated poteeT | hould be strictly spection value. + | Gariitcncnninsne, 152] 7.5 Gyro correction @inout gyro correction value, this function only apply to total station which connect with Gyroscope. Please check gyroscope manual to know how to get the gyro correction value. ro-pertaig re) Seegeten 9 ed (not closeto i » constant K of ft > constant K of he vertical hair me line stictlySQUTH 8. MEASUREMENT In Measure mode, user can cary out some basic survey operation, Menu of Measurement a] J} wate 2 vietance 3 Coordinates [aan A A 8.1 Angle wae aaa V: Display the vertical angle. v= 107 0" eps] re hotizontal angle on Face eee [0Set): Set the current horizontal angle to 0°. ‘After that the backsight point should be set again. @ [Hold]: Hold the horizontal angle until = ar releasing it. be set again. Screen of HSet =e al HR: Input the horizontal angle @1V/%): Switch the display of angle between regular verfical angle and slope percentage. « Co (RIL): Switch between Face Left or Right. “ @{HSet]: Set the horizontal angle by inputting @ certain value, after that the backsight should 8.2 Dist eScreer ve at HR: 3: atteon. 2. angle on Face ontal angle to 0°, iid be set again, ital angle until gle by inputting }acksight should le angle between ercentage. Left or Right. 8.2 Distance SOUTH Screen of distance measurement. Distance =a Vv: 180°49'04" [Ness || Mode HR: 957°S4'46" Fee sb 8.3 Coordinates coordinates | os@ v: 132°43'51" [ae] [nee] HR: 957°54'16" Powe | [aan N= 9316.5260 E: 42763,944m [22 Z: 801.653m Fi) Dist |vz_ ce + Ko SD: The slide distance. HD: The horizontal distance. VD: The vertical distance, {Meas}: Start to measure, @[Mode}: Enter the measure mode setting, see Mode Setting for more detail. {8.0.|: Enter to the stake out mode. HD}: Input the horizontal distance of stake ‘out point. {VD}: Input the vertical distance of stake out Point, (SD): Input the slide distance of stake out point Screen of coordinates measurement. NN: North coordinate. E: East coordinate. #2: Elevation coordinate. @[Meos}: Start to measure. #[Mode}: Set the surveying mode, {Rt}: Input the reflector height. ‘Screen of inputting reflector height. @R.Ht: Input the reflector height,SOUTH [insH]: Input the instrument height, after that the backsight should be set again. ‘Screen of inputting instrument height. Treat nae Sm @INns.Ht: Input the instrument height (Stn): Input the coordinates of station, after that the backsight should be set again. = [i + ‘Screen of inputting coordinate of station. ea oem @N: Input North coordinate. ? out East coordinate. @2Z: Input Elevation coordinate. 9S. sinpuid be set again, nt height 'es of station, after t again. te, ts SOUTH 9. STATION Before surveying and ‘staking out, user should set the station by known points. Menu of Station setting [sour zal SOUTH i 1. Known Pe eas |1 Point To Line 2 stn it 2 wulti- direction 3-85 check A Resection 5. Gro north-seak: 9.1KnownPt #Set the backsight point by the known point, There'te two ways to set the backsight Polnt: one is by the coordinates of the known point, the other is by the angle of the known point, ‘@Sin: Input the name of known point, call up or Create an known station point by draggingcown 4 ‘InsH: Input the instrument height, ‘Rt: Input the reflector height. #85 Pt: Input the name of the known bacisight point, recall or create a known Bo Be backsight point by dragging down I HA; Display the current hotzontal angle. Set: Set the angle of bacisight point @ccording fo the current input. If the input data do not meet the coiculating demand, the system will cisploy a waning. elnputting the angle of backsight point to set the station, #85 Ang: Input the angle value of backsight Point,SQUTH 9.28inHt #Caiculate the station height by measuring a point with known height. ‘*User should set the station before setting the station height. @Ht: Input the height of known point, user can recall the height of known point by dragging down =I. Rutt: The height of curtent prism in use. @insH: The height of current instrument. sine | >a) " a ewe 000] 1.659 snccat. ee : VD: Display the current vertical angle. — @HI{Cal); Display the result of calculated rs station height. @ Hi(Current): Display the current station height. [Meas]; Start to measure and calculate the station height automatically, @ [Set]; Set the calculation result os the station height. 9.3 BS Check ‘Check whether the current angle is in accord with the backsight angle, ‘User should set the station before checking the station height. @SinPIN: The station point name. @BS PIN: The backsight point name. This will be blank if the backsight angle is input by manually. 8S; Display the backsight angle. ‘HA; Display the current horizontal angle. @ GHA: Display the difference between backsight angle and horizontal angle. ‘@[Resei]; Reset the current horizontal angle {as the backsight angle. 9.4 Resection «lf the angle between the first measurement point and the second one is too small oF too large, it will influence the geometiical accuracy of calculation result. In this reason, selecting a geometrical graphic with good structure is Important. ‘Resection calculation requites at leost three angle measurements or two distance measurements, ‘*Basicaly, the station height is calculated by the distance measurement dato. If the distanc measurerr pon eal eScre Plecs=sl ethis cheeeight. known point, user point by dragging t prism in use. * instrument. ‘al angle. ult of calculated = current station @ and calculate , on result as the F angle. ame. int name. This will gle is input by angle. zontal angle, vence between ingle. horizontal angle 4 ane is too small ion result. In this nt. s or two distance urement data, If SOUTH the distance measurement was not carried out, the height is determined by the angle measurement of known point. a mw J ewe Coa] = a TSM We 182.438 des tie [ate] a) [cies aieeiie ER. ms8s| =a 9.5 Gyro north seak ‘List: The list of measured known points. Meas): Enter the screen of known point measurement. [Del]: Delete a selected measured known point. Cal: Calculate the measured points on ‘the list. {Save}: Save the calculation resuit for the use of setting station. @ {Data}: Display the calculation result, (Grop}: Display the measurement resuit in graphics. ‘Screen of known point measurement. PIN: Input a known point name. @RHt: Input the reflector height. HA: Display the measured horizontal angle result VA: Display the measured vertical angle result, @SD: Display the measured slide distance result, @ [Angie]: Only launch the angle measurement. @ [Ang&Dist]: Launch the distance and ‘angle measurement. @ [Done]: Measurement completes. Save the measurement resuit and go back to the previous screen. eThis function only apply to total station which connect with gyroscope. Please check gyroscope manual for details. 410. COLLECT After setting the station, user can start to collect data. Menu of data collect SOUTH il seb nese 1 Cine & exten bata | station] 2 Line & snare ea eae = s_ foratco 4 une fH ‘jot | wand oO Bs 10,1 Pt Measure nearer ‘HA: Display the current horizontal angle. To STH Oe pew ‘VA: Display the current vertical angle. WA 1885 ce Ja) @ HD: Display the measured horizontal Mey | astonce. Nae @ VD: Display the measured vertical o 2m8 &* TP ‘Dist, ‘save al an Se 5D: Display the measured slide distance. ess [asta] ora) 10506 “aa PIN: Input the name of the point to be measured. The system will plus"!” automatically fo the point name after each saved measurement. Code: Input or call up the code of measuring point. Link: Input the known point name, the system will create a line from the known point fo current point, and this line will display in graphics. Every time when the code changes, some points with the same code will be displayed automatically. @ Ht: Display the current prism height. © [Dist Start distance measurement, [Savel; Save the previous measurement result. If the distance measurement was not carried out, the system will save the current angle value only. |All]: Measure and save. @ {Dota}: Display the previous measurement result {Grop}: Display the current coordinates graphics. 10.20j9rizontal angie. ertical angie. casured horizontal easured vertical 1 slide distance, | the point to be after each saved = from the known = when the code ically. easurement was SOUTH 10.2 Distance Offset Parnes forested y swicaaromgcio co @-—2 \ id aot iremuner ners \ All ditections are contespondent to the visual angle of surveyor. Sis Fee x vo ele (4 te HT] = c- eC Fore tuck Tp et ct Ca» Gan) (bee feelers a] ‘PIN: Input the name of the point to be Measured, Code: Input or call up the code. Ht: Input the current prism height. @(~II+1: Input the left or ight offset HD. @ [Fore][Back]: Input forward or backward offset HD, @E1]L4): Input upward or downward offset HD. ‘@[Meas}: Start to measure. ‘|All: Measure and save, {Data}: Display the coordinates and measurement result {Gap}: Display the graphics of distance offset HD, calculated10.4 C Fist, column p< angle of th sthe c ‘*As shown in the above figure, the prism points are the measurable total station is in the non-prism measure mode, and the point without a prism is arbitrary. @ PIN: The name of the point to be — = meosured, ai a _ Code: Input or call up a code, 7 Rt: The current prism height. a wee @ Done: The current point has been oe car se | Measured. ra a @{ReMe}: Re-measure the current point. tug le STS RTES Ae] yoy), View the tesut of the current at Ral Gm) Measuring point, a a ee] ee The nex point fo be measured. cou code (ms) ee CTT] = [Meas]: Measure the current point. 7 a ae = [Save]: Save the current calculation result @u. = « = HA: The current horizontal angle. m—] = VA: The current vertical angle. [Di Ms (ORSTERTES ina] __@ [Projection NE} User con choose the projection ways in {Grap} according to the specific circumstances. # {Data}: After measuring three effective points, the screen will display the intersection coordinate. @{Grap}: Display the intersection point and other three points.—___ SOUTH 10.4 Column Center First, measure the column point PI directly, then, after measure the angle of Column point P2 and P3, the system can calculate the coordinates, distance and angle of the column center. ‘The angle of center point is average value of P2 and P3, © points while the prism is arbitrary, © point fo be ode. int. int has been = Zim) PIN: Input the name of the point to be a measured. urent point, ea no COT] « ‘Code: Input or call up the code. of the current | AR sas] RH: The curent prim height rc e200 a ‘@DrctA: Colimate the side of column. reasured. @Dic!B: Colimate the other side of column. t point. a ne ‘Centr: Collate the center and measure, culation result, (lee iereT eS 102s] [Ok]: Set the angle of Direction A. ngle. ‘@[Angle]:Re-measure the angle. e. {Dist}: Start 10 measure the center point, n choose the ‘@[ReMe): Re-measure the distance. cording to the @HA: The angles of two sides. HD: Horizontal distance from instumnent hee effective center to column surface. '@ intersection ¢/Sove}: Save the meosurement result it should finish two angle and distance tion point and measurements, {Dato}: After measuring, the coordinates of center point and measurement resuit wil be displayed, @{Grap}: Display the graphics of center point.SOUTH 10.5 MLM 10 *To measure the horizontal distance (HD), side distance(dSD), elevation D distance{dVD) and horizontal angle (HR) between two prism. Input the coordinate or extent call up a data file Is also available. Stt: Input oF call up @ known point as the start point, The station point is default. HD: The horizontal distance between start 2 point and measuring point. VD: The elevation distance between start point and measuring, SD: The side distance between start point ‘and measuring point. ‘Orient: The bearing angle from start point to measuring point. @ [Lock]: Lock the current start point, if not, the start point would be the last measured point, [Save]: Save the current coordinates of measuring point. (Meas): Start to measure. a 56SOUTH 10 .6 Line & Extend Pt dSD), elevation To calculate the measuring point by measuring two points and inputting the © Coordinate or extent distance from start point to end point. Zz ism Pt pie nae a P(n.e.2) nor | sont wi ) noon eserdasorce 7 wraunet height : station (unknown point) € m point as the =z Sm] PPIN: Names of the point to be measured fi ro TT al Code: Code of the point fo be measured. between start ode Fa Js} (TOT) @RAHt: The prism height. ales ea HA: The current horizontal angle. between start 2286 w a] VA: The current vertical angle. so fl PI: The side distance to the fist measured sen stort point SE) point 2: The slide distance to the second om start point measured point. 6x10 Dis: Input the extend distance. | point, if not, @ [Meas]: To measure the first or second asured point point. oordinates of ${View): To view the measurement result ‘¢/Psty): Input the direction of extension line. @ [Save]: To save the coordinates of extension point. 37SQUTH 10.7 Line &AngPt 10.8 RE eo calculate the coordinate by measuring two points and inputting the angle Meas from station to measuring point. different be z oo peal Pin.e.2) “Es eal 40.0.0) N (Bas , ode angle. “totton (unknown poi) eons © 10.9 F © Measu a aEeDe a] ‘PIN: Name of the point fo be measured. ‘ 7 #Code: Code of the point to be measured. ae feos ers Rt: The prism height. a a Seopa HA: The current horizontal angle. al 3.011» [wea] [Wee] VA: The current vertical angle. Be i PI: The slide distance to the first measured orient. 362.5145 das [swe The slide distance to the second measured point. Orient: Direction from measured point to the point to be measured. @ [Meas]: To measure the fist or second point, or the diiection of the point to be measured. |View): View the coordinates of measured point. [Save]; To save the coordinates of measured point.SOUTH 10,8 REM Dutting the angle ‘Measure a known point, and change the vertical angle to get the elevation different between known point and target point, ai Zim) = @VA: Current vertical angle. 9.08 as ‘dVD: Elevation different between measurement oa . Point and target point. Pines) + [Ea « ‘RHE: Reflector height. bd ‘AO: Known point vertical angle. = HD: Measurement known point horizontal distance (iia EE UAT] ‘ Angle: Measurement known point vertical angle. ‘@Dist& Angle: measurement known point horizontal distance and vertical angel 10.9 FI/F2 © Measure angle by left sicke and right side to get the final angle reacing, Fea ~ @ > Measured, Lv 360.048 oes IT eo mecnieal 250.1009 dns Rv tes es gle. fist measured the second ured point to st or second point to be of measured ordinates ofSOUTH ow FRIST *Horizontal alignment includes the following elements: Start point, straight line, circular curve and transition curve. ‘@Str1iMile: The mile of stort point, = = N: The north coordinate of start : NN: The n inate of start point. sewn ——— #E: The east coordinate of start point. ne Azimuth: The azimuth of start point, e o> cima 055 ——}oe input the specification of straight line. length Line: Select to input the parameter of 1 Algigrment_ a Gime rane remey] stfaight ine @Length: Input the length of straight line, tee UR which must be a postive value. (Oiseau iAlB| input the parameter of circular curve. WAlgion Cte ‘input the 1H Agiorme Para | streradi endedint, straight tine, int. tart point. art point, t point, parameter of F straight line, SOUTH radius REET” HW Algignment a) Clie eave Arata tate 5 — sree —— WAaiomet_| a Cline curve eTrancury rare 5 ‘srttasi6—— edi arc length curve: To input the parameter of circular cure. @Radius: Input the radius of circular curve, Positive value means fuming right, minus value means turning left, @Arclength: Input the are length which must be positive. radius @ TranCurv: To input the parameter of transition curve. Para: Input the parameter A of transition curve, positive value means fuming left, minus Value means fuming right. @SirfRadi: Input the stort radius RT which must be postive. While the value is «, for convenience, user just needs to input 0. @EndRadi: Input the end radius R2 which must be positive. While the value is =, for convenience, user just needs fo input 0.SOUTH 12.3 V Alignment Vertical alignment is composed ‘and length of the curve. The start point an of cross points which include chainage, elevation d end curve length must be zero. L chanage 00S 300 550 700 etevation 600 625 70 685 Jength 0) 200 250 150 [Ada Add vertical alignment deta. @[Del|; Delete a selected alignment data. ‘@ Edit): Edit a selected alignment date. @ {Giap}: Display the vertical section graphics according to the input vertical alignment data ‘Graphics of vertical alignment. EEE point name in the graphics is numbered according to the order of the ethe alignment data. ‘@\Mlile: The mile of change point. Vitigert wl i. itt: The height of change point we @ length: The curve length of change point «Coe Leos —| 12,4 Road sO ae ts) eFor the road stoke out, user should define the horizontal ond vertical alignments fst with the reference of he last several sessions, (If it does Befcnage, elevation 1210. > ent data, ament data, jent data. ‘tical section input vertical range point. nould define eral sessions, SQUTH [If it does not need to dig or fil, user does need to define the vertical alignment, Before road stake out, user should setup the station. middle tine | tet offset right offset vo h 24150 distance of 24125 chainages 2+100 are Tm] SiIChng: The start chainage of continuous my 5 stake-out point. emesis [EBTJ* top Size: The increased or decreased mile tating sce value during stoke-out. > = of +: The left oF right offset ftom the toa aass]| Middle line of the road 3 a [ee 1 oF |: The elevation offset of the design ‘Road $0 + @ Gon BOOT] * EE] Ee] kom (ET = na es 1 BREE ce my NN ~ Ota 2 z000 611 1.624 8 Point between the stake-out point and middie line of the road, [Next]: Finish the initial setting and enter to the next stake-out screen. Chng: The chainage of the current stoke-out point. Rit: The prism height @- : Decrease the chainage according 10 the stepsize, + : Inctease the chainage according to the stepsize. ‘XYZ: View the coordinates of the stoke-out point atter being calculated. ‘Correct: The current value is correct, =/-: The left oF right angle that the instrument should be rotated, ‘Far/Near: The distance the prism should move away or near to the instrument, “3SQUTH —/-: The left or right distance that the prism should move. @Fil/Dig: The forward or backward distance that the prism move to. HA; Input the horizontal angle which is to be staked out, HD: Input the horizontal distance which is to be staked out. 2Z; The elevation of the stake-out point. {Save}: Save the measurement result, [Meos}: Star to measure. {Data}: Display the measurement result {Gap}: Display the graphics of stakeout point, station point and measuring point. 12.5 Road XYZ ‘After setting the horizontal alignment and vertical alignment, the coordinates can be calculated and saved as the coordinates data which can be staked out by Pt SO program, ‘@StriMile: The start mile to be calculated. Glailation | wi a End Mile: The end mile of the calculation. seit ——— @StepSize: The interval value of the point to ‘od wi (TEL TTT be calculated Stepsize {0000 ‘SHIP: The name of the calculated point. aves The system will add 1 automatically to the name ot lee the next point. [OS cisco EE IDA] 13. CHE This in ensures th ‘or under structure. | surveys, Us precision ¢ 13.1 F Inspe Tum tr case the b of the two move the | whether th Adius 1. Ifthe to the cen| the remain 2. Cor repeat Stet 3. Rot vial. Repec the vial in ¢SOUTH 13. CHECK AND ADJUSTMENT This instrument has undergone a strict process of checking and adjustment, which ensures that it meets quality requirement. However, after long periods of transportation or under a changeable environment, some influences may occur to the intemal structure. Therefore, before the instrument is used for the fist time, or before precision surveys, user should be launch check and adjust introduced in this session to ensure the precision of the job. t and measuring 13.1 Plate Vial coordinates can ked out by Pt SO 3 calculated. he calculation, © of the point to Inspection Turn the leveling screw A and B to move the bubble in the circular vial, in which salculated point. case the bubble is located on a line perpendicular to a line running through the centers ally to the name of the two leveling screw being adjusted. Rotate 90° and tun the leveling screw C to move the bubble to the center of the circular vial. Rotate the instrument fo 180° to see whether the bubble is in center, if not, the plate bubble needs to be adjusted. Adiust 1. If the bubble of the plate vial moves away from the center, bring it half way back fo the center by adjusting the leveling screw, which is parallel to the plate vial. Corect the remaining half by adjusting the screw of plate vial with adjusting pin. 2. Confirm whether the bubble is in the center by rotating the instrument 180°. If not, tepeat Step 1 3. Rotate the instrument 90°and adjust the third screw to center the bubble in the vial. Repeat checking and adjustment steps until the bubble remains in the center with ‘the vial in any direction.SOUTH 3, Repeat inspection and adjustment until |2C | <20. 4, Replace the cover of the reticle. 13.6 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 increased Yo more than 3'at this time and exceeds the designated compensation range. 4, Rotate the above screw to its original postion, and the instrument display screen wil show the vertical angle again, meaning that the vertical index difference ‘compensation function is working, Adjust If the compensation function is not working, send the instrument back to the factory for repair, 13.7 Adjustment of Vertical Index Difference (i Angle) and Setting Vertical Index 0 Please refer to Session 7.2. 13.8 Optical Plummet Inspection 1. Set the instrument on the tipod and place a piece of white paper with two perpendicular lines, then intersect drawn on it directly under the instument. 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 observe whether the center mark position coincides with the intersection point of the cross at every 90°. 5. If the center mark always coincides with intersection point, no adjustment is necessary, Otherwise, the following adjustment is required. Ad 17 focusing perpen 2.¢ the cen 3.1 on the F 4, intersec 5.1 necess¢ Ottlle! with the line °k the horizontal -al clamp screw bout 10mm in s has increased | range. t display screen dex difference nt back fo the etting Vertical >aper with two nt, er so that the Id of view, tical plummet her the center 0°, adjustment is SOUTH optical plummet adjusting screws (4 pieces) Adjust 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 the center of optical plummet which falls on the paper at every 90°. As illustrated: Point A, B, C, and D. 3, Draw lines that attach AC and BD and matt 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 that the adjustment is correct, 6, Replace the protective cover. 13.9 Laser Plummet Inspection 1, Set the instrument on the tripod and place a piece of white paper with two perpendicular lines under the instument, 2. Open the laser plummet, move the paper to make the laser point coincide with the center of two perpendicular lines. 3. Rotate the plummet fo make the laser point coincide with the intersection point on the paper. 4, Rotate the insttument, every 90° check contact ratio of laser point and Intersection point, 5, If the laser point always coincided with the intersection point, no adjustment is necessary. Otherwise, the following adjustment is required.SOUTH optical plummet adjusting screws (pieces) ¢é x ve Adiust 1. Take off the protective cover 2, Fix the paper and mark the laser point on the paper every 90°. As shown in the Picture: Point A, B, C and D. 3. Line the Point AC and BD, the intersection point is 0. 4, Use Allen Key to adjust the four adjusting screws to make the center of the laser Point coincide with point 0. 5. Repeat the inspection and adjusting steps to be sure that the adjustment is conect. 6. Replace the protective cover. 13.10 Instrument Constant (K) Please refer to Session 7.3. 13.11ParallelityBetween Sight Line and Emitting Photoelectronic Axis Inspection 1. Set the reflector 50m away from the instrument. 2. Sight the center of the reflector with reticle. 3, Power on and enter Distance Measurement Mode. Press [SD] or [HD]fo Measure Rotate the Horizontal Tangent Screw and Vertical Tangent Screw, to do electronic colimation and make the light route of EDM unblocked. In the bight zone find the center of emittingphotoelectronic axis, repair 13 Ife ‘on the Sel Donth Thr perpen under c Ch directioSOUTH 4. Check whether the center of reticle coincides with the center of emittingphotoelectronic axis, If so, the instrument is up to grade. Adiust If there is a great deviation between the center of reticle and the center of emitting Photoelectric axis, the instrument should be sent to service department for professional repairing. sting screws 13.12Irlbtach Leveling Screw !Tany one of the leveling screws becomes flexible, tighten the two adjusting screws on the side of levelingscrew appropriately. As shown in the 13.13 Related Parts for Reflector 1, The Tribrach and Adopter for Reflector center of the laser The plate vial and optical plummet in the adapter and plate vial should be checked, refer to Session 13.1. the adjustment is 2. Perpenaicularity of the prism pole ‘As shown in picture in Session 13.8, 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 Tonic Axis Center of reticle, and fix the Horizontal Clamp Screw. Rotate the telescope upward to fT Make D near the horizontal hair, Flex the prism pole Leg e to make the D in the center of NY reticle, Then both Point C and D are on the central line of reticle. [~ Set the instument on Point B on the other cross lines. Flex the leg F and make point Don the prism pole overlapped with central line of the point C’s cross lines. Through the collimation on Point A and B, the prism pole has been set | | Perpendicular, If then the bubble deviates from the center, adjust the three screws | under circular vial to make the bubble centered, refer to Session 13.2, Check and adjust again until the bubble Is in the center of the vial from both directions, [SD] oF [HDIto nt Screw, to. do 2d, In the bight as14, SPECIFICATION model ‘TELESCOPE, image ‘magnification effective aperture resolving power field of view minimum focus ‘telescope length [ANGLE MEASUREMENT ‘measuring method diameter of disk ing detection method unit vertical angle 0° accuracy DISTANCE MEASUREMENT single prism ‘triple prism reflecting sheet ‘minimum re’ | | i Reflectorless(white)"* unit accuracy ‘measuring time (initial) ‘measuring system ‘wave length ‘atmospheric correction ‘atmospheric refraction & earth ‘eurvation correction reflector constant correction via circular vial plate vial COMPENSATOR NTS-342R5A/NTS-345R5A erect 30x 45inm (distance meter: 47mm) a 130 4.5m 152mm absolute encoding 78mm 0.1°/2" optional horizontal: dual vertical: dual IN Ise 360 DEGREE/40 MIL optional ‘Azimuth 0 / Horizonal 0 optional 21s" ake km: 800m 500m mitt +(242x10-6-d)mm"* w/o prism: #(3+2x10-6-¢)mm * ‘Single fine measure: 0.75; tracking: 0.75 basic Frequency: 70-150 mhz asam auto correction inten auto correction. K=0.14/0.20 and auto correction 82mm 30"/2mm.model system compensating range resolving power SQUTH INTS-342R5A/NTS-345R5A dual axis photoelectric detection OPTICAL PLUMMET (OR INTERNAL LASER PLUMMET) image ‘magnification focusing range field of view DISPLAY type INPUT MODE type DATA TRANSFER S232 USB interface Bluetooth, STORAGE internal memory(flash & card) SD card BATTERY battery voltage ‘operating time OPERATION ENVIRONMENT operation temperature ‘SIZE & WEIGHT she weight erect x o3m~ = LCD graphics, color and touch touch screen; alphanumeric keys yes yes yes 10000 points or > 20000 coordinates 2GB SD card as default Ubattery 7Avlde) up to 8 hours 20% ~ 450°C 206mm x 200mm x 353mm 6.0kg 31 The Kodak Standard Gray Plate which is used to measure the reflected light intensity.SOUTH 15.SAFETY GUIDE 15.1 Internal Distance Meter (visible laser) The total Station is equipped with an EDM of Laser Class 3A/III a ond itis verified by these labels as follows: There's an indication label “CLASS Ill LASER PRODUCT’ above the vertical clamp screw on Face Leffas well as on the Face Right. The product is classified as Class 3A laser product, according fo the standards as follows: IEC60825-1:2001 “SAFETY OF LASER PRUDUCTS" The product is classified as Class Ill a laser productaccording to the standards as follows: FDA2ICFR ch.1 § 1040:1998 (U.S. Department of Health and Human Services, Code of Federal Regulation) Class 3A/III a laser product: It is harmful to observe the laser beam continuously, Users should avoid staring at the laser directly, It can reach as much as § times the emitting limit of Class 2 / II with a wavelength between 400nm and 700nm. Warning {tis harmful to continuously look straight at the laser beam. Do not stare at the laser beam, or point the laser beam at others. Reflecting laser beam is also valid. jaming] When the laser beam emits on prism, mirror, metal surface, window, it might be dangerous to look directly at the reflecting light. Do not stare at the direction which the laser beam is reflected. When the laser is tuned on (under distance measure mode), do not look at it near the optical path or the prism. It is only allowed to observe the prism through the telescope of the total station. i fami It Is dangerous to make improper use of the Class Illa laser equipment. revention To avoid incuring harm, all the users should take safety precautions, and must ‘make sure that everything is under control within the distance that might bring dangers (according to IEC60825-1:2001) de inst oft dis tim sigt for! win lase doe Prox tre} bot CocOO t— SOUTH There are explanations of some principle points of related standard as follows: Class 3R laser product is used in outdoors and construction site (measuring, it is verified by defining alignment, leveling). Such laser equipment can only be installed, adjusted and operated by those persons who have taken related training course and got the authentication. Set related laser warming markson sie. bPrevent anyone from looking straight at the laser beam directly oF through optic > standards os instrument. To avoid the harm brought by laser, users should block the laser beam at the end of the working route, When the laser bearn passes through the resticted area (harmful distance"), and there are persons taking activities, users must stop the laser beam in ertical clamp ; standards as time. nan Services, dhe optical path of the laser beam should be set higher or lower than the ine of sight. } continuously, eWhen the laser instrument is not in use, users should keep it well. It is not allowed 38 5 times the for operation unless the user is authenticated. n. f Prevent the laser beam from accidentally emitting at mirror, mental surface, window, etc. Especially pay attention to the surface of plane mirror of concave mirror. * Harmful distance suggests that the maximum distance from the start point of the laser beam to the point which the laser beam is weakened to a certain degree that doesn't harm people. eflecting laser The infernal distance measure product which is equipped with a Class3Rill a Laser Product has a harmful distance of 1000m{3300f1) . Beyond this distance, the laser strength is weakened fo Class | (It is not hamiful to look straight at the laser bear). w, it might be 15.2 Laser Plummet The infernal laser plummet sends out a ray of red visible laser beam from the en the laser is bottom of the instrument. -al path or the total station. This product is classified as Class 2/lllaser product. Class 2 laser product is in accordance with the following standard: nt. IEC 60825-1:1993 "SAFETY of LASER PRODUCTS" EN 60825-1:1994+A\II:1996 “SAFETY of LASER PRODUCTS” Class Il laser product is in accordance with the following standard: FDA2ICFR ch.1 § 1040:1998 (U.S. Department of Health and Human Services, Code of Federal Regulations) ns, and must bring dangersSOUTH > Class 2/lI Laser Product: Do not stare at the laser beam or point it at others. Users should prevent the loser beam and the strong reflecting light from impinging into eyes so as 10 avoid Incuring harm. alelxlalslelelslzlylslDealer Info SOUTH SURVEYING & MAPPING INSTRUMENT Co., LTD. ‘Add:2/F; Surveying Building (He Tian Building),NO.24-26, Ke Yun Road, Guangzhou 510665, China Tel: +86-20-23380888 Fax: +86-20-85542136 Emall: mail@southsurvey.com _export@southsurvey.com Impexp@southsurvey.com euoffice@southsurvey.com Http: //www.southinstrument.com — www.southsurvey.com