Kolida KTS-470 R Series User Manual Download Page 5

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APPENDIX-A

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................................................................................................................................. 206

EXPORT

DATA

FROM

TOTAL

STATION .................................................................................... 206

1.1 Raw Data Format .................................................................................................................... 206

1.2 Coordinate Data Format ......................................................................................................... 206

IMPORT

DATA

TOTAL

STATION .......................................................................................... 207

2.1 Coordinate Data/Fixed Point Data Format ............................................................................ 207

2.2 Cross Section Data Format ..................................................................................................... 207

2.3 Point P Coding Format ........................................................................................................... 208

2.4 Horizontal Line........................................................................................................................ 208

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APPENDIX-B

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CALCULATE ROAD ALIGNMENT ................................................................. 210

ROAD

ALIGNMENT

ELEMENTS ............................................................................................... 210

CALCULATION

ROAD

ALIGNMENT

ELEMENTS ................................................................... 211

Summary of Contents for KTS-470 R Series

Page 1: ...3 2 1 Backlight 15 3 2 2 Touch screen Adjustment 16 3 3 APPROACHES TO INPUT NUMERALAND CHARACTER 18 4 STAR KEY MODE 21 5 PREPARATION FOR MEASUREMENT 24 5 1 UNPACKING AND STORE OF INSTRUMENT 24 5 2 INS...

Page 2: ...MENT 47 6 3 1 Setting Coordinate Values of Occupied Point 47 6 3 2 Setting the Backsight Point 49 6 3 3 Setting the Instrument Height Prism Height 50 6 3 4 Operation of Coordinate Measurement 51 7 APP...

Page 3: ...nt to Line 110 11 4 4 Control Input 113 11 5 CROSS SECTION SURVEY 113 12 EDIT DATA 116 12 1 EDITING RAW DATA 116 12 2 COORD DATA 119 12 2 1 Edit Coord Data 119 12 2 2 Add coord Data 121 12 2 3 Delete...

Page 4: ...one side 181 13 6 TAPE DIMENSIONS 183 14 SYSTEM SETTINGS 187 15 CHECK AND ADJUSTMENT 190 15 1 PLATE VIAL 190 15 2 CIRCULAR VIAL 190 15 3 INCLINATION OF RETICLE 191 15 4 PERPENDICULARITY BETWEEN LINE...

Page 5: ...a Format 206 2 IMPORT DATATO TOTAL STATION 207 2 1 Coordinate Data Fixed Point Data Format 207 2 2 Cross Section Data Format 207 2 3 Point P Coding Format 208 2 4 Horizontal Line 208 APPENDIX B CALCUL...

Page 6: ...n KTS 470R has smaller size larger screen and control panel it is a computer like total station The WIN CE interface of 470R is very similar with a Windows based PC You can connect them easily and rea...

Page 7: ...battery should be charged once a month 6 Please give special attention to the packing Shock absorption is very important in long distance transportation 7 For less vibration and better accuracy the in...

Page 8: ...echarging may be abnormal beyond the specified temperature range Prohibit the use of any charger or battery that has been damaged 3 Battery Storage Cautions Rechargeable battery can be repeatedly rech...

Page 9: ...t of Class2 II with a wavelength of 400mm 700mm Warning Continuously looking straight at the laser beam is harmful Prevention Do not stare at the laser beam or point the laser beam to others eyes Refl...

Page 10: ...10 1 NOMENCLATURE AND FUNCTIONS 1 1 NOMENCLATURE...

Page 11: ...11...

Page 12: ...ng Panel Key To display inputting panel B S Backspace To delete one character leftward when inputting numbers or alphabets Cursor Key To move the cursor up down left right Alpha Shifting Key To shift...

Page 13: ...ur jobs and quit all the applications before installation To install Microsoft ActiveSync you are supposed to have an USB cable available in the product package connect the PDA with the personal compu...

Page 14: ...14 Using Browse Function After the synchronization you can click Browse button to view the files stored in the total station Copy paste and deletion are synchronized on both ends See the picture below...

Page 15: ...use for the surveyor Note we also provide in KTS 470R two powerful Mapping softwares WinMG and WinEG They can help you finish most of the office work soon after field measuring 3 2 SETTING YOUR TOTAL...

Page 16: ...o find Backlight icon Backlight The brightness of LCD screen backlight depends on the position of the cursor You can turn on off the keyboard backlight by change the lower option OK 3 2 2 Touch screen...

Page 17: ...on control panel adjust Click adjust adjust Calibration Click Calibration and then Recalibrate Calibration Recalibrate According to the prompt use the stylus to click the cross center Repeat as the cr...

Page 18: ...racters on one key Press it once to display the first characters Press it twice to display the second one And press it three times to display the third character The other way is using soft keyboard P...

Page 19: ...n capital letter and lower case though shift on the soft keyboard Input J shift J The system automatically returns to small letter inputting mode Use the stylus to click characters key o and b to inpu...

Page 20: ...Press key to close soft keyboard Example 2 Input by physical keyboard OPERATIONAL STEPS KEY DISPLAY Click project and choose New project on the pull down menu Switch to character input mode by press t...

Page 21: ...time pressing will display one letter Thus pressing once can display the first letter the same key twice for the second and three times to display the third letter 4 STAR KEY MODE Press the to view t...

Page 22: ...PSM Click Atmos to view the Temperature Pressure PPM and PSM To modify parameters point the cursor to the textbox by stylus and input the new value Please Refer to 14 SYSTEM SETTINGS for the detail 3...

Page 23: ...ightness of the crosshair from dim to bright Setting of signal mode The reflector return signal intensity was displayed in this mode It will buzzer when return signal from the prism was received This...

Page 24: ...lumb bob 1 Set up the tripod Adjust the tripod legs to suitable length make the tripod head parallel to the ground and tighten the screws Make the center of the tripod and the occupied point approxima...

Page 25: ...mp Screw and place the plate vial parallel to the line connecting leveling screw A and B and then bring the bubble to the center of the plate vial by turning the leveling screws A and B Rotate the ins...

Page 26: ...ontally by loosening the Horizontal Clamp Screw and place the plate vial parallel to the line connecting leveling screw A and B and then bring the bubble to the center of the plate vial by turning the...

Page 27: ...re removing the battery from the instrument make sure that the power is turned off Otherwise the instrument may be damaged Battery Recharging Cautions The charger has built in circuitry for protection...

Page 28: ...the tribrach locking screw in the locking knob with a screwdriver Turn the locking knob about 180 counter clockwise to disengage anchor jaws and take off the instrument from tribrach Mounting Insert t...

Page 29: ...d and accuracy will be influenced so you should adjust the eyepiece tube carefully to eliminate the parallax 5 7 VERTICALAND HORIZONTALANGLE TILT CORRECTION When the tilt sensors are activated there w...

Page 30: ...nsation click 1 axis To close compensation click OFF To return to previous mode click Back When the instrument is set on an unstable stage especially in a windy day You may turn off the auto tilt corr...

Page 31: ...EDM mode Fine s Fine N Fine r Track m ft 2 Distance unit meter Feet U S layout 3 Layout measure mode REM 4 Start Remote Elevation Measurement MLM 5 Start Missing Line Measurement Line Ht 6 Start Line...

Page 32: ...clearly observed turn the eyepiece ring to you first and then to focus Aim the target at the peak of triangle mark of the collimator Keep a certain space between the collimator and yourself for colli...

Page 33: ...angle measuring mode is shifted to left angle mode 1 HR HL 1 Every time click HR HL key HR HL is shifted in order 6 1 3 Horizontal Angle Reading Setting 1 Setting by holding the angle Make sure the mo...

Page 34: ...al angle The display turns back to normal angle measurement mode setting the current horizontal angle as the value held just now Unlock 1 To return to the previous mode Click Cancel 2 Setting a Horizo...

Page 35: ...put see 3 3 APPROACHES TO INPUTTING NUMBERS AND LETTERS 2 To revise wrong value use stylus or press moving the cursor to right of the number need to delete Click on the panel or press B S to delete wr...

Page 36: ...le Repetition Measurement This program is used to angle repetition measurement displaying the sum and average value of all observed angles It records the observation times at the same time Example OPE...

Page 37: ...37 Sight the first target A Sight target A Click 0 Set 0 Set the horizontal angle 0 Set Use horizontal clamp screw and horizontal tangent to sight the second target B Sight B Click Hold Hold...

Page 38: ...Click Hold The total of angle Ht and the mean value of angle Hm are shown Sight B again Hold Repeat to reach the desired number of repetition Click Exit to quit angle repeat measurement 6 2 DISTANCE M...

Page 39: ...to verify that the R laser is well collimated with the telescope line of sight Do not collimate the same target with the 2 total stations simultaneously Accurate measurements to prisms should be made...

Page 40: ...dless of atmospheric correction please set PPM value as 0 OPERATION STEPS OPERATION DISPLAY 1 In the menu of total station click Meas Setup and then click Atmospheric Parameters Meas Setup Atmospheric...

Page 41: ...rameters PPM 100 100ppm step length 1 ppm 2 The atmosphere correction value will be calculated by the instrument according to the inputted temperature and pressure value 6 2 1 2 Input Atmospheric Corr...

Page 42: ...ure are calculated by the formulas as follows Corrected Horizontal Distance D S cos sin S cos K 2 2Re Corrected Height Differentia H S sin cos S cos 1 K 2Re If the correction of atmosphere refraction...

Page 43: ...star key model OPERATION STEPS OPERATION DISPLAY 1 Press on keypad to open the system set window 2 Click Target to set the type Target 3 Use stylus to choose the type of the target Press ENT to quit E...

Page 44: ...ion click Meas Setup and then click Atmospheric Parameters Meas Setup Atmospheric Parameters Current Atmospheric Parameters display on the screen Use stylus to move cursor to PSM input area delete dat...

Page 45: ...t last time Dist Click Mode to enter EDM Mode setting Here takes Fine r as example Mode The measure result displays 1 3 1 To change measuring mode click Mode set as step 2 The result is shown with buz...

Page 46: ...se it is just single measurement Single measurement is default factory setting 1 Example Setting the number of times OPERATION STEPS KEY DISPLAY In distance measuring Mode click Mode to enter EDM Mode...

Page 47: ...PERATION STEPS KEY DISPLAY Sight the center of prism Sight the prism Click Mode to enter EDM Mode setting set it as Track Mode Click Enter Sight the target system start survey based on the setting set...

Page 48: ...oint Example OPERATION STEPS KEY DISPLAY Click Coord to enter into coordinate measurement Coord Click Occ Occ Input coordinate of occupied point after inputting one item click Enter to move to the nex...

Page 49: ...surement screen Enter 6 3 2 Setting the Backsight Point Example OPERATION STEPS KEY DISPLAY Click BS to enter BS Setting BS Input coordinate of backsight point After inputting one item click Enter to...

Page 50: ...ure the Coordinate by entering the instrument height prism height Coordinate of unknown point will be measured directly OPERATION STEPS KEY DISPLAY Click Setup to enter Set Inst Ht R Ht function Setup...

Page 51: ...nt see Section 6 3 1 Setting Coordinate Values of Occupied Point To set the instrument height and prism height see Section 6 3 3 Setting of the Instrument Height Prism Height The Coordinate of the unk...

Page 52: ...the coordinate of occupied point is not entered then the coordinate of occupied point set last time would be used The instrument height and the prism height will be the value you set last time 2 Refer...

Page 53: ...e mode of Distance Measurement click Layout Layout Select the distance measurement mode SD HD VD to be laid out After inputting the data to be laid out click Enter 1 Start setting out 1 A dialog box p...

Page 54: ...ement will start from the prism reference point If no prism height is used the measurement will start from any reference point in which the vertical angle is established In both procedures the referen...

Page 55: ...center P Click Measure to start measure The HD between instrument and prism is displayed Sight the prism Measure Click Continue the prism position is entered Continue Sight target K The Vertical Dist...

Page 56: ...PERATION STEPS KEY DISPLAY Use stylus to click Without R Ht Without R Ht Sight prism center P Click Measure to start survey The HD between instrument and prism is displayed Sight prism Measure Click C...

Page 57: ...yed 1 Sight target 1 To quit REM click Exit 7 3 MISSING LINE MEASUREMENT MLM The Missing Line Measurement program computes the horizontal distance dHD slope distance dSD and vertical difference dVD Th...

Page 58: ...58 2 A B B C Measurement A B B C C D EXAMPLE 1 A B A C OPERATION STEPS KEY DISPLAY In Distance Measurement click MLM to enter into missing line measurement function MLM Use stylus to select A B A C...

Page 59: ...etween instrument and prism A is displayed Measure Click Continue Continue Sight prism B Click Measure Measure Click Continue The horizontal distance dHD height differentia dVD and slope distance dSD...

Page 60: ...ect above a point Both the inaccessible object and the point are located along an established base line Two prisms A and B are set up apart from each other below the object to establish the base line...

Page 61: ...click Line to enter into line height measurement function Line Use stylus select with R H Click Set to set instrument height and target height After inputting click Enter Set Sight prism A click Meas...

Page 62: ...L is displayed VD Vertical distance HD Horizontal distance from the instrument to L Off Horizontal distance from A to L Click Continue This function is used when measuring the line height from the gr...

Page 63: ...vertical line 7 5 TRAVERSE MEASUREMENT RESTORE NEZ In this program the coordinate for the next point is stored in memory after the measurement is completed and accepted The feature allows the user to...

Page 64: ...toward the known point A Example OPERATIONAL STEPS KEY DISPLAY Click Store Store Use stylus select Store Store Click Set to reset instrument height or prism height After setting click Enter Set Colli...

Page 65: ...ment to P1 Prism P1move to P0 Store 7 After the instrument is set up at P1 power on and start coord measurement Select Store use stylus to choose Recall Show as the right graph Collimate the former in...

Page 66: ...height prism height When measuring coordinates of ground point A1 Set the instrument height prism height When measuring coordinates of ground point A0 Set the instrument height only Set the prism hei...

Page 67: ...Offset to enter into angle offset measurement Use the stylus to select Free VA or Fixed VA to start angle offset measurement Angle Offset Collimate prism P Click Measure to start measurement Sight pri...

Page 68: ...occupied point refer to 6 3 1 Setting Coordinate Values of Occupied Point 7 6 2 Distance Offset The measurement of a place apart from a prism is possible by inputting offset horizontal distance of fr...

Page 69: ...ut enter the offset distance When each value is inputted use stylus to move the next item After inputting dRL sight the prism click Measure to start measure Measure Click Continue the corrected measur...

Page 70: ...ion angle of the center of the column is 1 2 of total direction angle of circumscription points P2 and P3 Setting the coordinate of occupied point refer to 6 3 1 Setting Coordinate Values of Occupied...

Page 71: ...eight click Set 2 Click Exit to quit 7 6 4 Plane Offset Measurement will be taken for the place where direct measuring can not be done For example distance or coordinate measuring for an edge of a pla...

Page 72: ...RATIONAL STEPS KEY DISPLAY In Offset dialog box click Plane Offset to enter into Plane Offset measurement Plane Offset Sight prism P1 click Measure to start measure After measuring click Continue Meas...

Page 73: ...ich does not cross with the determined plane 7 7 PARAMETERS SETTING In basic survey some parameters can be set Communication Parameters Factory default settings are indicated with underlines Menu Sele...

Page 74: ...nt or 0 Set 3 Angle Unit Deg Gon Mil Select degree 360 gon 400 G or mil 6400 M for the measuring angle unit to be shown on the display 4 Dist Unit Meter Int Feet U S Feet Select the distance measuring...

Page 75: ...arameter Set as the same method Other Parameter After setting click OK to quit The display returns to basic survey main menu OK 8 START STANDARD SURVEYING PROGRAM In Total station main menu click to e...

Page 76: ...sets or calculated offsets including remote elevation from a second angle reading Point Coordinate and String Generation Coordinates are generated in real time with optional storage Stored coordinates...

Page 77: ...rse Adjustment The Bowditch adjustment method is used to adjust a recorded traverse The traverse is defined by entering start and end points and the intermediate points are determined from foresight o...

Page 78: ...d can be found Tape Dimension Tape dimension is a program which integrates surveying using a total station and a measuring tape This program is especially useful when a quick survey of an object is re...

Page 79: ...defaulted as current project The system return to standard survey main menu 2 3 Create 1 Project All the measurement data will be stored in this file Operator Operator s name Can be default Brief Brie...

Page 80: ...nal memory Open Double click to open the project or input project name in the Name field In the prompt dialog box double click project name to open the project All the measurement data will be stored...

Page 81: ...te The system defaults to delete all projects To delete some data of the project click Delete Files and then choose the data files need to delete in the File Option 1 Delete some files Click Delete Th...

Page 82: ...searched Coord Display Set whether to display coordinate of NEZ during measurement Coord Transform Set whether to calculate and save coordinate 1 If set as On when the measuring mode is H V SD or H H...

Page 83: ...alculation Formula 1 HEIGHT FACTOR ELEV R R R The average radius of the earth ELEV The height of the mean sea level 2 SCALE FACTOR Scale factor the scale on the measurement station GRID FACTOR Grid fa...

Page 84: ...em calculates the grid factor Click Enter The display returns to standard survey main menu Enter Note 1 Inputting range of scale 0 990000 1 010000 The default value 1 00000 2 Inputting range of averag...

Page 85: ...ation OPERATIONAL STEPS KEY DISPLAY In project menu click Data Export Data Export In the prompt dialog click the data you want to export Click Export Export Select the place to save export data Input...

Page 86: ...from total station SOFTWARE EXPORT Export the project you need to the disk inside of the total station first System will save the result in TXT form Then connect the 470 total sation to computer with...

Page 87: ...s and cross section files for setout may be uploaded from a computer to the total station then import to the project Example OPERATION STEPS KEY DISPLAY In Project menu click Data Import Data Import S...

Page 88: ...A There is only one start point can be existed in a block of horizontal alignment data otherwise it may cause some mistakes VT Alignment Upload a vertical alignment for road alignment layout Data form...

Page 89: ...ting occupied point and backsight bearing start backsight observation foresight observation sideshot observation and cross section observation In standard survey main menu click Record or press 11 1 S...

Page 90: ...ry system will prompt to input coordinate As shown in the right graph B If the point name exists in internal memory system will call up the point automatically and display on the screen C Click List i...

Page 91: ...91 Input the backsight point The system calculates the azimuth Click Set to enter into BS Set function Bks Bearing calculated by system or entered manually HR Current horizontal azimuth Set...

Page 92: ...he initial backsight direction and use for coordinate calculation A B C Click Enter to finish setting BS point and return to standard survey main menu Enter 1 Resection The resection function key whic...

Page 93: ...urements influences the minimum number of observations needed to perform a resection In case of angle as well as distance measurements a minimum of 2 observations are required by measuring angles only...

Page 94: ...prism height Input PT prism height Click Mode to choose measure mode Mode Sight the center of target prism click Measure to start measure Measure After measuring click Record a dialog box shows as the...

Page 95: ...lculated using the following equations e1 HD12 Calculated using measurements HD12 Calculated using known coordinates HD12 denotes the horizontal distance between the first and second point 2 If the di...

Page 96: ...ed on in PARAM the measurements which have been performed and which are shown in the box will be saved as well In case Calculate Bkb in PARAM was turned on the backsight bearing will be calculated and...

Page 97: ...n if the calculated scale is not within 0 9 1 1 6 More than one measurement to the same point can be performed during resection In that case the character is placed behind the point number The average...

Page 98: ...98 Input known PT and Prism height and sight the center of prism Click Measure to start survey Input PT Target height Measure After measuring click Record Record...

Page 99: ...ernal memory system will prompt to input coordinate As shown in the right graph System calculates height of occupied point automatically B If the coordinate of the point exists in the file System calc...

Page 100: ...t BS Obs Input PT and R Ht Prism height is needed only in elevation measuring Sight prism center click Measure to start survey Input PT R Ht After measuring click Record A dialog box shows as the righ...

Page 101: ...ns Example OPERATIONAL STEPS KEY DISPLAY In Record menu click FS Obs or press to enter into FS measurement FS Obs Input PT R Ht 1 2 Input PT R Ht Input code or click Code to call up from code list Sys...

Page 102: ...nter Mode Click Measure to start survey After measuring the results display Click Record a dialog box prompts as the right graph Measure Record Click OK N E Z coordinates display OK Click Enter the re...

Page 103: ...STEPS KEY DISPLAY In Record menu click SS Obs or press to enter SS Measurement SS Obs Input PT R Ht Click Measure to start measure Input PT R Ht Measure After measuring the results display Click Recor...

Page 104: ...Enter the measurement results are saved Repeat to finish measurement Enter 1 Click Mode to select measure mode among Fine S Fine N Fine R Track Angle Meas 2 Click Code to call up code from code list...

Page 105: ...ent observation This method can be used to obtain an approximate position for the center of an object for example a tree Take a shot to the side of the object When the offset screen has been selected...

Page 106: ...int OPERATIONAL STEPS KEY DISPLAY In SS function sight the prism center Click Measure to start measure Measure Keep the instrument still click Function A dialog box prompts as the right graph Function...

Page 107: ...e will be computed and displayed on screen Right The offset value for right left direction Corresponding Horizon key Vertical the offset value for vertical direction Corresponding Vertical key Horizon...

Page 108: ...lane Offset Example OPERATIONAL STEPS KEY DISPLAY In SS Measurement click Function Function Click Plane Offset to enter into Plane Offset Measure Click Define to enter into Define Plane function Click...

Page 109: ...other two points for entering reference plane After defining the Plane the system prompts as the right graph Click On to open Plane Offset function 1 On Start Plane Offset Measure Sight the target po...

Page 110: ...hut Plane Offset 11 4 3 Pt Line Mode For Measurement from Point to Line This mode is used for coordinate measurement of target points P which treats A 0 0 0 as the origin and line AB as the N axis See...

Page 111: ...ement click Pt Line Mode to enter into Point Line Mode Pt Line Mode Define base line Enter the Point number of start point and stop point If the point does not exist it displays Coord PT not found Pre...

Page 112: ...ecord Record Click OK to display coordinate OK Click Enter to save the results Repeat steps to finish measuring other points Enter 1 On It is used to activate Point to Line Mode Off It is used to disa...

Page 113: ...trol code Code2 and String 2 To call up code in code lib click Code Input message Click Enter the screen returns to SS Measurement screen 11 5 CROSS SECTION MEASUREMENT The cross section measurement a...

Page 114: ...String and click Enter X Sect Input CL Code and String Start cross section measurement First measure point on center line Input code of center line The code should be same as the code of last screen T...

Page 115: ...Input code of each point on the cross section repeat steps to finish measuring other points of this chainage and save the result After collecting all cross section points of this chainage click in SS...

Page 116: ...eps to finish measuring points of cross section on other chainages NOTE 1 The maximum point number for each cross section is 60 2 The chainage number automatically displayed is calculated from the hor...

Page 117: ...End Return to the end of the file Search To search a specific point code or string in the file Example OPERATION STEPS KEY DISPLAY In Edit menu click Raw Data the system lists all measurement data of...

Page 118: ...h B After finding the needed data click Edit the Meas Data Edit dialog box appears Edit Input new data and then click Save system returns to last screen 1 2 Save 1 Date time and measurement data can t...

Page 119: ...DINATE DATA The coordinates generated from the current job may be edited or point coordinates may be manually entered In Edit menu click Coord Data 12 2 1 Edit Coord Data Example OPERATIONAL STEPS KEY...

Page 120: ...pears You can press to view the data B Click Search in the prompt dialog box input PT Code String and select between Full Name and Part Name Click Search to start search A B After finding the needed d...

Page 121: ...ord Data Edit dialog box the data is rectified Enter 12 2 2 Add Coord Data Example OPERATIONAL STEPS KEY DISPLAY In Edit menu click Coord Data the system lists all coordinate data in the job Coord Dat...

Page 122: ...Click Enter and return to previous screen The data will be added on the bottom of the profiles Enter 12 2 3 Delete Coord Data Example OPERATIONAL STEPS KEY DISPLAY Find the data to be deleted with th...

Page 123: ...d are rounded to 3 decimal places 12 3 EDIT FIXED POINT DATA To edit the fixed point library select Fixed Data from the EDIT menu This function is used to edit the coordinates of control point Editing...

Page 124: ...e system lists all code data in the job Code Data Click Add to display a dialogue as shown on the right Input Layer Code and Attribute in the dialogue Add A To input new code on an existed layer just...

Page 125: ...125 A New codes are added under the layer B A new code layer and code will be created A B...

Page 126: ...126 12 4 2 Edit Code Layer Code OPERATIONAL STEPS KEY DISPLAY Use the stylus to click on the layer or code to be edited A Layer B Code Click Edit Input new data Edit A Edit Layer B Edit Code...

Page 127: ...7 After editing click Enter Enter A Layer B Code 12 4 3Delete Code OPERATIONAL STEPS KEY DISPLAY Use the stylus to click the code to be deleted Click Delete a notice appears as shown on the right Dele...

Page 128: ...FILL CUT DATA The fill cut data generated by the layout option can be viewed by the EDIT Fill Cut Data option The display shows the coordinates saved during setout and the difference to the uploaded c...

Page 129: ...number order Setting out strings allows setting out by string or point code in the order in which the points were uploaded within the string Setting out of alignment and cross sections points are spec...

Page 130: ...lign to set the occupied point Here the method of using alignment to setup occupied point and azimuth angle is introduced In Occ field click Align to start using chainage to setup station function Ali...

Page 131: ...u already have entered the occupied point and backsight point details from either RECORD or SETOUT menus you can skip these routines and go directly to the set out POINTS STRINGS ALIGN or X SECTS 13 1...

Page 132: ...matically B If the coordinate data of the point is not stored in memory system will recommends that to input setout point C The point to be set out can be presaved in the project then click List to ca...

Page 133: ...s as 0 Measure When the four items are displaying 0 the point to be set out is found Cut item shows the value of dig and fill When it is positive it means to dig When it is minus it means to fill Afte...

Page 134: ...ign means the point is in the right side of sight line Positive sign means the point is in the left side of sightline Cut The elevation difference of the point Positive sign indicates that this point...

Page 135: ...t System starts to search automatically If the string is found the first point of this string will be displayed As shown in the right graph input Target height Click Set Out 1 Set Out Sight the prism...

Page 136: ...or be rotated around the first base point as required Definition of Base Line The base line is fixed by 2 base points that can be defined in 3 ways Measured points Enter coordinates using keypad Sele...

Page 137: ...n of Ref Line Define F1 NewBL Return to Ref Line Define screen to re define base line F2 MEAS The offset value of point to be measured related to the reference line F3 STAKE Activate the Orthogonal St...

Page 138: ...138 Always computes the height difference with the height of the first reference point OPERATIONAL STEPS OPERATION DISPLAY In Programs menu press Set Out to enter Reference line Click Reference line...

Page 139: ...repeated here There are three methods to define the baseline points measure directly and call the point from List and input the coordinates directly Input Pt and coordinates click Next 4 Define the se...

Page 140: ...l Stake Out User can enter longitudinal transverse and height offsets for the target points to be set out related to the reference line The program calculates the difference between a measured point a...

Page 141: ...IONAL STEPS OPERATION DISPLAY Define the baseline as previous the third function STAKE to enter Orthogonal Stake Out Click STAKE Input the PtID R HT and offset and line H Z values Input offset line H...

Page 142: ...alignment consisted of following elements start point straight line circular curve and transition curve First define the start point Example OPERATIONAL STEPS KEY DISPLAY In Program menu Click Roads...

Page 143: ...circular curve transition curve point Select a function key enter the detailed information of the chainage the alignment elements will be created Click Save the new chainage and bearing angle will be...

Page 144: ...e After inputting click Save to save the alignment data and display the chainage of the end of the line and its bearing Then you can define other arcs When the straight line is in the midst of the ali...

Page 145: ...sitive When the curve rotates to left the radius value is minus The arc length can not be minus Example OPERATIONAL STEPS KEY DISPLAY On the screen of input process click ARC The screen will display t...

Page 146: ...the forward direction of the curve When the curve rotates to right the radius value is positive When the curve rotates to left the radius value is minus The arc length can not be minus OPERATIONAL ST...

Page 147: ...n curve parameter A1 and A2 Radius A1 and A2 can not be minus If radius is entered an arc is inserted with the specified radius If transition curve parameter A1 or A2 is entered a transition curve wit...

Page 148: ...nt Save NOTE When you want to enter A1 A2 from transition curve length L1 L2 the following equations are used Any changes to the alignment must be done using the edit alignment option 13 2 2 Edit Hori...

Page 149: ...ck Prev Next to find the alignment data to be edited B Click Search a dialog as shown on the right pops up Input the chainage and click Search A B System finds the specified chainage and displays it o...

Page 150: ...ng above function keys After entering the data to be modified click any operation key on the screen key to record the modified data To exit without saving data press ESC key 13 2 3 Define Vertical Ali...

Page 151: ...of start and end point must be 0 Input chainage elevation and Curve Length Save The next defining vertical alignment screen displays Continue to input next data 13 2 4 Edit Vertical Alignment To modi...

Page 152: ...Click Prev Next to find the alignment data needed to be edited B Click Search a dialog box pops up as right graph B Input chainage and click Search A B The specified chainage is found and displayed o...

Page 153: ...orizontal distance from the left stake point to the center line Offset right the horizontal distance from the right stake point to the center line Elevation difference Left right is the elevation diff...

Page 154: ...n center line and then set out points on left right chainage 1 Input prism height and click Set Out to set out Sight the current prism click Measure to start measure and calculate parameter difference...

Page 155: ...one point click Enter to quit The screen returns to Alignment Setout main screen Click LOFS ROFS or CHG CHG repeat steps to finish setting out other points 1 1 Press LOFS or ROFS corresponding chaina...

Page 156: ...Only after defining vertical alignment and horizontal alignment it is possible to perform slope setting out In Alignment Layout menu click Slope to display slope layout Slope layout main menu The inp...

Page 157: ...Y DISPLAY Enter or select the side chainage needs to precede the slope layout Click Slope to start slope layout After inputting ratio of dig or fill of Left and Right slope After inputting select left...

Page 158: ...layout method of slope is same with point setting out When the data which display in and is 0 the setting out point is found After laying out the point click Return to return to slope layout main menu...

Page 159: ...n displays cross section data imported to total station About the method please refer to 10 2 DATA IMPORT Example OPERATIONAL STEPS KEY DISPLAY In the menu of Set Out click X Sect Data will be display...

Page 160: ...e entered nor edited by manual input it has to be copied into WIN total station OPERATIONAL STEPS Create a new text file txt on the computer and save it See Appendix A for the format of cross section...

Page 161: ...t can be computed by the intersection of two known bearings OPERATIONAL STEPS KEY DISPLAY In Program menu click Cogo And click Intersection in Cogo menu Cogo Intersection In pop up dialog input the po...

Page 162: ...uth The azimuth from occupied point to intersection point direction Distance The distance from occupied point to intersection point 2 To call up coordinate data from project you can click Load NOTE If...

Page 163: ...ction point If no intersection exists No Intersection will display Input the point name and click Enter Calc The data is saved and the display returns to standard survey main menu 1 To call coordinate...

Page 164: ...t you to enter coordinates 1 2 After inputting click Calc to calculate the coordinates 3 Calc Press ESC to returns to standard survey main menu ESC 1 To call coordinate data from project Click Load 2...

Page 165: ...points used to calculate area can be gained in two ways use specified points or points with a common coding 13 3 4 1 Area Using Specified Points An area can be calculated by marking at least 3 points...

Page 166: ...ind of Pt to Calc Compute the area of a figure enclosed by points with a common coding 2 Search Search the required point number data in data file Mark Mark the points to be used in area calculation M...

Page 167: ...AL STEPS KEY DISPLAY In Area Option click One kind of Pt to calc and click Enter 1 Enter Input Code and String used for area Click Enter The program will search data meets the requirement and calculat...

Page 168: ...ill show the message 3 PTS required 3 The data in fixed points file can not be used in this program 13 3 5 Missing Line Measurement This function can be used to calculate the length of a line by measu...

Page 169: ...in project The result is calculated out and displayed dHd Horizontal distance between the two points dVd Height difference between two Points dSd Slope distance between two points Press ESC to quit an...

Page 170: ...jected missing line in the horizontal plane dSd and dHd are always positive 13 3 6 Radiate The coordinate for a point can be computed by entering the Azimuth and Distance Example OPERATIONAL STEPS KEY...

Page 171: ...adjustment method is used to adjust a recorded traverse The traverse is defined by entering start and end points and the intermediate points are determined from foresight observations The coordinates...

Page 172: ...Example 1 Measurement OPERATIONAL STEPS KEY DISPLAY Select a known point and set up the instrument on the point For example Pt 111 Set pt 110 as back sight point After setting click Set Program calcu...

Page 173: ...Obs Sight the traverse point 112 use Record to record the measured coordinates Move the instrument to PT112 Turn on the machine and select Record re measure occupied point PT112 backsight point PT111...

Page 174: ...sted accuracy When the instrument is moved to PT115 measure a known point 916 record as PT116 To calculate traverse you should set station on PT116 and sight another known point such as 917 measure an...

Page 175: ...y a dialog box to enter end point Enter the End Point Measured Point and known Point these two Point must be different After entering End PT and known point click Enter program calculates close differ...

Page 176: ...rvey main menu If the closure point is measured The step 1 2 are same as above OPERATIONAL STEPS KEY DISPLAY After entering Start Pt system prompts to enter End Pt Measured Point number and the known...

Page 177: ...e azimuth results display If the angle is in the allowed range of close difference click Enter Click Enter the system calculates angle adjustment and displays the result Click Enter Here the screen po...

Page 178: ...rd The user is advised to use this method in case high accuracy is required control of the measurements is required or one batterboard is used to mark more than one intersection point Refer to Chapter...

Page 179: ...RATIONAL STEPS KEY DISPLAY In Program menu click B Boards A Input Setout P1 and click Enter B If the Point is unknown a dialog box will pops up to request you to enter the coordinates After inputting...

Page 180: ...ut P2 and click Enter A Now define the batter board enter Board 1 and click Enter B If the point is unknown SS Measurement dialog box will pop up After measuring the data is record to the project A B...

Page 181: ...Not on Batterboard is shown on the screen 2 In case a batterboard is used twice and its position hasn t changed it is not necessary to re measure the sides of the batterboard Use the same number for t...

Page 182: ...zero to find the intersection point Example OPERATIONAL STEPS KEY DISPLAY After entering Setout Points and Board1 click S O The screen displays as right Dist indicates the distance from the pole to t...

Page 183: ...umber of this intersection point is compared to the highest existing number incremented buy one 13 6 TAPE DIMENSIONS Tape dimensions is a program which integrates surveying using a total station and a...

Page 184: ...nd click Enter A If the point exists in project then the Re Line is defined A B If the point doesn t exist in project the SS Measurement dialog box pops up Measure and record this point B After defini...

Page 185: ...ick Enter The line is defined and displayed If the line is at the left hand side press Left key If the line is at the right hand side of reference line press Right key 1 2 A Left B Right Repeat step a...

Page 186: ...an open polygon All points defined are automatically stored 2 Click End to quit in case you have measured a closed polygon The closing error the distance between the last point and the first referenc...

Page 187: ...0 3 Tilt OFF 1axis 2axis Select the tilt sensor option for OFF 1axis vertical only or 2axis vertical and horizontal 4 W Corr 0 0 14 0 20 Select the coefficient correction for refraction and earth cur...

Page 188: ...Horizontal Plane Vertical Angle S Oblique Distance NOTE The atmosphere refraction modulus of this instrument has been set as K 0 14 The value of K can be 0 14 0 2 or shut 0 VALUE Example OPERATIONAL...

Page 189: ...189 Click OK the settings are saved OK To set Measurement setting click Measurement Setting repeat steps to make the measurement setting After setting click...

Page 190: ...1 Adjust leveling screws make plate bubble centered 2 Rotate the instrument 180 watch the offset of plate level 3 Tweak adjustment screws on the right of the plate vial with the correction pin to mak...

Page 191: ...ves along the vertical line of the reticle and point A still in the vertical line As illustrated offsets from the center to the cross hair tilts then need to adjust the reticle Adjust 1 If the object...

Page 192: ...nd read the horizontal angle value e g Horizontal angle L 10 13 10 3 Loosen the vertical and horizontal clamp screws and rotate the telescope Sight object A in Reverse faceand read the horizontal angl...

Page 193: ...ss Set Collimate the target Set Rotate the telescope and precisely sight the same target in Reverse face Click Set Sight prism in Reverse face Set After setting the screen displays as right Click Set...

Page 194: ...ontal 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...

Page 195: ...10 should set the Vertical Angle 0 Datum again Adjust OPERATIONAL STEPS KEY DISPLAY After leveling the instrument click System Setup in the main menu System Setup In the menu bar click VO Adjustment T...

Page 196: ...t setting has not been compensated or modified only for reference during setting 15 7 HORIZONTALAXIS ERROR COMPENSATION ADJUSTMENT As the horizontal axis error only affects the angle of sight it can b...

Page 197: ...xis The screen displays as right Sight the target precisely in front face Click Set 10 times Sight the prism in front face Click Set 10 times Rotate the telescope and precisely sight the same target i...

Page 198: ...ound 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 adju...

Page 199: ...instrument on Point B and center it accurately measure the Horizontal Distance of BC accurately 4 Then the Instrument Constant can be obtained K AC AB BC K should be near to 0 If K 5mm the instrument...

Page 200: ...d Multiple Constant are displayed Instru ment Consta nt In Input New Values field enter new constant You can enter Mul Cons if needed Click Set Input instru ment consta nt Set Click OK OK 1 Horizontal...

Page 201: ...flexible adjust the two adjusting screw in the leveling screw to tighten the screw appropriately 15 12 RELATED PARTS FOR REFLECTOR 1 The Tribrach and Adapter for Reflector The plate vial and optical p...

Page 202: ...of the instrument on Point A and B prism pole has been perpendicular If the bubble offsets from the center adjust the three screws under circular vial to make the bubble centered Check and adjust agai...

Page 203: ...rrection Auto correction Reflection prism correction Auto correction Angle Measurement Measuring method Absolute code Raster diameter 79mm Measuring range Horizontal angle 0 360 vertical angle 72 Min...

Page 204: ...mmet Image Erect Magnification 3X Focusing range 0 5m Field of view 5 Display Type LCD 3 2inch WindowsCE NET English operaion system On board Battery Power supply Rechargeable Ni H battery Voltage DC...

Page 205: ...Carrying Case pc Main Body pc Battery 2 pcs Charger pc Plummet pc Correction Pin 2 pcs Fur Brush pc Screwdriver pc Allen key 2 pcs Cloth pc Dryer pc Operation Manual pc Certificate pc Stylus pen 2 pc...

Page 206: ...or scale and height ATMOS Temp press hPa STN point ID instrument height identifier of station PT XYZ X E Y N Z H BKB Point number Backsight azimuth Backsight angle BS Point number Target height FS Poi...

Page 207: ...ation and PC to copy to the total station and use Data Import to import to current project Data editing formats are displayed as follows 2 1 Coordinate Data Fixed Point Data Format You should edit the...

Page 208: ...EP 2 ROAD GUTTER 2 ROAD PATH 2 PATH DRAIN 2 DRAIN BM 1 CONTROL MH 1 DRAIN GUS 1 UTILITY WATER 2 UTILITY LP 1 UTILITY LIGHTS 1 UTILITY ROCK 2 NS When there is no definition in code library the default...

Page 209: ...xample 2 START 1000 000 1050 000 1100 000 PT 1750 000 1300 000 100 000 80 800 PT 1400 000 1750 000 200 PT 1800 000 2000 000 2 5 Vertical Curve Input vertical curve data from computer through typical p...

Page 210: ...nage One job corresponds to one road alignment you can use several jobs to create several alignments 1 ROAD ALIGNMENT ELEMENTS There are two ways to enter the alignment elements 1 Download from PC 2 M...

Page 211: ...hen click PT on the screen Enter the following data N 1300 000 E 1750 000 R 100 000 A1 80 000 A2 80 000 Enter the following data in the above way N 1750 000 E 1400 000 R 200 000 A1 0 000 A2 0 000 N 20...

Page 212: ...rdinates 2 A N 9360 216 10 1 6 4 2 2 A E 7560 1320 42 3 7 5 3 32 0 2 80 N 9360 216 10 1 32 0 32 0 32 0 6 4 2 9 3 6 0 4 0 0 1 0 7 3 4 1 8 2 0 2 1 6 0 1 0 4 8 5 7 6 0 10 01024 0 1 64 0 0 0 0 0 0 1 1 0 0...

Page 213: ...00 tan 111 55 47 2 1 7 1 sin111 55 47 1 7 1 tan 111 55 47 31 891 148 06015 1 8326 0 6844 31 891 182 468 D D 2 1 Calculation of the coordinate KA1 1 1 1 1 c o s D N N IP KA 1 1 1 1 s i n D E E IP KA Be...

Page 214: ...m 2 tan IA R TL 200 tan 95 52 11 2 221 615 m Each coordinates are computed 2 2 cos TL N N IP BC 2 2 sin TL E E IP BC 3 2 cos TL N N IP EC 3 2 sin TL E E IP EC here 2 Bearing from IP1 to IP2 322 07 30...

Page 215: ...2 m straight line EC EP 084 250 929 1587 1800 456 1867 2000 2 2 m Start point coordinate BP N 1100 000 m E 1050 000 m straight line between BP and KA1 Bearing 74 03 16 6 Distance 545 543 m Transition...

Page 216: ...t Length 64 m Straight line between KA2 and BC Bearing 322 07 30 1 Distance 166 004 m Arc between BC and EC Radius 200 without sign is turn right curve toward the end point Length 334 648 m Straight l...

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