Leica TPS400 400mining01 User Manual To The Be1eacb5 F267 4322 9174 3f6d86e23b2b
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TPS400 Series User Manual Mining Application Program English Version 1.0 The quick way to start with the TPS400 Mining Programs. To use equipment in the permitted manner, please refer to the detailed safety instructions in the TPS400 User Manual (English version). © 2003 Leica Geosystems AG Heerbrugg, ® All rights reserved. TPS400 Mining Manual-1.0.0en 2 The quick way to start Contents - Overview Introduction ......................................................................... 5 Peg Survey .......................................................................... 6 Front Line Peg .................................................................. 16 Grades ................................................................................ 17 Offset .................................................................................. 23 Setting out ......................................................................... 27 Tie Distance ....................................................................... 29 Mining Editor ..................................................................... 31 TPS400 Mining Manual-1.0.0en 3 Contents - Overview Contents Introduction ................................................ 5 Offset ......................................................... 23 How to use this manual ............................... 5 Symbols used in the sequence of operation .................................................. 5 Introduction ................................................ 23 Start and execution Offset ......................... 24 Peg Survey ................................................. 6 Setting out ................................................ 27 Results ....................................................... 26 Polar setout ............................................... 27 Orthogonal setout ...................................... 28 Cartesian setout ........................................ 28 Introduction .................................................. 6 Before starting Peg Survey .......................... 7 Start and execution Peg Survey ................... 8 Error messages ........................................... 9 Proceeding Peg Survey ............................. 10 Results ....................................................... 13 Saving data ................................................ 15 Tie Distance .............................................. 29 Mining Editor ............................................ 31 Introduction ................................................ 31 Front Line Peg .......................................... 16 Installation on the PC ................................. 31 Program content ........................................ 31 Introduction ................................................ 16 Practical Examples .................................... 32 Grades ....................................................... 17 First Example (Creating fixpoint files, define tolerances, uploading) ..................... 33 Second Example (Importing of fixpoints in ASCII format) ......................................... 35 Introduction ................................................ 17 Start and execution Grades ....................... 18 Gradeline Marking ...................................... 20 Results ....................................................... 21 Saving data ................................................ 22 TPS400 Mining Manual-1.0.0en 4 Contents Introduction How to use this manual This manual describes the basic operation of the TPS400 Mining field programs. It shall be used together with a TPS400 instrument. For detailed description about the whole functionality of the TPS400 instrument please refer to the TPS400 User Manual. Symbols used in the sequence of operation [MENU] - Press the [MENU] button Press the function button [F1-F4] Navigation keys Repeat operation User input is necessary Important paragraphs which must be adhered to in practice as they enable the product to be used in a technically correct and efficient manner. TPS400 Mining Manual-1.0.0en 5 Introduction Peg Survey The application "Peg Survey" is used to establish a forward peg (point). It is used to control the intermediate horizontal angle between backsight and foresight points. It also checks the horizontal distances and heights of the backsight and foresight points. It computes the coordinates of the foresight point. "Peg Survey" allows users to measure several sets in different sequences. (The quality of measurement is controlled by the tolerances which are set before starting "Peg Survey"). TPS400 Mining Manual-1.0.0en Backsight Point Station Foresight Point -hr -hi Dist1 -hr Hz2 Di st 2 Hz1 Hz=0 °00'0 0" Mining_z01 Introduction Known: Unknown: • Coordinates of station • Coordinates of foresight point • Coordinates of backsight point 6 Peg Survey Before starting Peg Survey Data uploading using "Mining Editor" • Station coordinates (East, North, Height, Grade elevation) • Backsight point coordinates (East, North, Height, Grade elevation) Uploading of fixpoint coordinates, tolerances, sequence and number of sets is mandatory to enable the operation of "Peg Survey". To create new jobs on board the instrument, a set of tolerance must be available. • Tolerances, sequence, number of sets • Job definition TPS400 Mining Manual-1.0.0en 7 Peg Survey Start and execution Peg Survey • Press [MENU] and [F1] for programs. • Press [F1] for Peg Survey. > Step 1 Select a job. > Step 2 Confirm the set of tolerances. TPS400 Mining Manual-1.0.0en > Step 3 Choose "Start" by pressing [F4], then enter point number (PtID) and instrument height (hi) for the station. The sign for the instrument height (hi) is normally negative. 8 > Step 4 [EXIT] [SET] Set Point number (PtID) and instrument height (hi). Leaves "Input Station" and returns to the start-up menu. Peg Survey Error messages Station or BS point has no valid coords ! • The point number entered is not available in the internal memory or it has invalid coordinates. Re-enter point number ( > Step 3 ). Number of sets: One set means to measure two times the backsight point and two times the foresight point in both faces. The user must complete the number of sets as preset in the tolerance setting. The meaning of set is described: One Set I Set Sample dialog: BS II Set I Set BS TPS400 Mining Manual-1.0.0en FS 9 Mining_z02 Two Sets FS Peg Survey Proceeding Peg Survey It defines the measuring sequence. Measure Backsight Point Information about which backsight point the user has to measure. Options: [OK] Sequence: Sample dialog: • BFFB Backsight-ForesightForesight-Backsight • BFBF Backsight-ForesightBacksight-Foresight • BBFF Backsight-BacksightForesight-Foresight [OK] Leaves this dialog and proceed to the next dialog. TPS400 Mining Manual-1.0.0en Leaves this dialog and proceed to the measure dialog. Set 1 of total 3 Start with measurement first set of three. [OK] Leaves this dialog and proceed to the next dialog. 10 Peg Survey Proceeding Peg Survey, continued Sample dialog: > Step 5 Enter the reflector height (hr) for the backsight point, if required. > Step 6 [MEASURE] or [DIST]/[REC] Angle and distance measurements are triggered and stored in the internal memory. > Step 7 [OK] Enter a desired foresight point number (PtID). Saves the foresight point number and proceed to the measure dialog. [SEARCH] Allows users to search and choose a different backsight point. [EXIT] TPS400 Mining Manual-1.0.0en Aim at backsight point and measure. Terminates the program and returns to the start-up menu. 11 Peg Survey Proceeding Peg Survey, continued Sample dialog: [MEASURE] or [DIST]/[REC] Angle and distance measurements are triggered and stored in the internal memory. [EXIT] > Step 8 Enter the reflector height (hr) for the foresight point, if required. > Step 9 Aim at foresight point and measure. TPS400 Mining Manual-1.0.0en Terminates the program and returns to the start-up menu. [REJECT] Reject the measurement and measure the set again. [ACCEPT] Accept the result and continue with the next set. Repeat > Step 6 and > Step 9 until all sets are measured. If the tolerances after a set are not met, the user has the option to continue with the measuring or rejecting the data. 12 Peg Survey Results Sample dialog: Tolerances dialog: • dHz: [PAGE] Sample dialog: • dHD: Residual on the horizontal distance • dH: Height residual Leaves this dialog and proceed to the result dialog. [EXIT] Terminates the measurement and returns to the startup menu. • TolHz, TolHD, TolH: Tolerances horizontal angle, horizontal distance and height • Set No: TPS400 Mining Manual-1.0.0en Residual on the horizontal angle [OK] Set number 13 Peg Survey Results, continued Sample dialog: Result dialog: • mHz: Average intermediate horizontal angle between backsight point and foresight point • mHBS/FS: Average height (Backsight and Foresight) • mHDBS/FS: Average horizontal distance (Backsight and Foresight) • Seq: Sequence • Num: Number of sets Backsight Point Station • Pt BS/FS: Point number (Backsight and Foresight) Foresight Point [PAGE] mHFS Sample dialog: mHBS mHz mHDFS Mining_z03 mHDBS TPS400 Mining Manual-1.0.0en 14 Peg Survey Results, continued Saving data [OK] Quits the program. [EXIT] Terminates the measurement and returns to the startup menu. The following result data are stored in the internal memory: mHz: mHD: mH: TPS400 Mining Manual-1.0.0en Residual: Result: Average intermediate horizontal angle between backsight point and foresight point dHz: Residual on the horizontal angle dHD: Residual on the horizontal distance dH: Height residual Average horizontal distance (backsight and foresight) Coordinates foresight point: Average height (backsight and foresight) 15 E: Easting N: Northing H: Height point GrEl: Grade Elevation Peg Survey Front Line Peg Introduction The application "FLP" is used to mark a new line peg (Front line peg). This application is similar to "Peg Survey" and there is only one set of measurement required. For a more detail explanation of "FLP", please refer to chapter "Peg Survey". TPS400 Mining Manual-1.0.0en 16 Front Line Peg Introduction "Grades" application is used to mark gradelines along the side walls of the mines (tunnels). It allows users to input the slope gradient and an offset concerning the grade point. It computes the stake out height difference. The program allows also to map the positions of the grades points along the gradelines. Mining_z04 Grades Backsight Point Station 1 New Grad eline Foresight Point 2 3 dH H dHD 1A H 4 2A 3A 4A H = Current height of gradeline above mine floor dH = New height difference input for new gradeline Known: Unknown: • Coordinates and grade elevation of station • Slope gradient (station until foresight point) • Coordinates and grade elevation of backsight point • Height difference (dH) between current gradeline and new gradeline TPS400 Mining Manual-1.0.0en 17 • Stake out height difference (dHgt) between measure point and gradeline point • Horizontal distance (dHD) along the foresight line Grades Start and execution Grades You can start Grades either by selecting it in the program or after measuring in the application "Front Line Pag". Menu dialog of "FLP": Sample dialog: When you start it from programs you have to enter station data and measure to back- and foresight point first. If the slope gradient (station until foresight point) is the same like the slope gradient (backsight point until station) then continue direct with > Step 3 . TPS400 Mining Manual-1.0.0en 18 Grades Start and execution Peg Survey, continued > Step 1 Enter the slope gradient (proportion e.g. 1:150). > Step 2 Slope gradient explained: Enter the height difference. 150 [EXIT] Foresight Point Mining_z05 1 line [SET] Set the entered values and proceeds to the gradeline marking dialog. Height difference explained: Station Grade > Step 3 New Grade dH line Leaves the application "Grades" and return to the menu dialog of "FLP". Mining_z06 H TPS400 Mining Manual-1.0.0en H: Current height of gradeline above mine floor dH: Height difference 19 Grades Gradeline Marking Sample dialog: [PREV] > Step 4 Enter a desired point number (PtID). > Step 5 Aim at target point and measure. Returns to the start of "Grades" application. For a new definition of slope gradient and height difference repeat > Step 1 until > Step 3 . [EXIT] Leaves the application "Grades" and return to the menu dialog of "FLP". [MEASURE] or [DIST]/[REC] Measurement is triggered and stored in the internal memory. TPS400 Mining Manual-1.0.0en 20 Grades Results Grades computes the height difference (dHgt) between measure point and stake out point and the horizontal distance (dHD) along the foresight line. Height difference (dHgt) and horizontal distance (dHD) explained: Station Foresight Point Foresight Point New Gradeline point dHgt Grad eline dHD TPS400 Mining Manual-1.0.0en 21 Station Mining_z08 Mining_z07 dHD Grades Results, continued > Step 6 Saving data If the sign is negative the grade point are above the measure point. The following result data are stored in the internal memory: If the sign is positive the grade point are below the measure point. PtID: Turn the telescope until the height difference (dHgt) is zero, then repeat the measurement ( > Step 5 ). TPS400 Mining Manual-1.0.0en Measurement data: Point number Coordinates of new gradeline point: Hz: Horizontal angle E: Easting V: Vertical angle N: Northing HD: Horizontal distance H: Height SD: Slope distance dH: Height difference 22 Grades Result: daH: Stake out height difference daHD: Horizontal distance along the foresight line Grd: Slope gradient GE: Grade elevation Grades Offset Introduction Backsight Point Station Foresight Point Up "Offset" application is generally used to obtain sections of the tunnels for volume computation as well as mapping of the tunnels. It allows users to input offset value (left, right, up and down) and computes after measurement the actual coordinates of the tunnel walls. Left Right Mining_z09 Down Known: Unknown: • Coordinates of station • Point coordinates of the tunnel walls • Coordinates of backsight point • Offset value TPS400 Mining Manual-1.0.0en 23 Offset Start and execution Offset You can start Offset either by selecting it in the program or after measuring in the application "Front Line Pag". Menu dialog of "FLP": Sample dialog: When you start it from programs you have to enter station data and measure to back- and foresight point first. > Step 1 Enter a desired point number (PtID) and the offset value. > Step 2 Using for the offset definition. (Left, Up, Right, Down) (Left, Down, Right, Up) TPS400 Mining Manual-1.0.0en 24 Offset Start and execution Offset, continued Definition of offset explained: > Step 3 Up [MEASURE] or [DIST]/[REC] Measurement is triggered and stored in the internal memory. Right Mining_z10 Left Down Aim at target point and measure. [EXIT] After storing, the program returns to the measuring dialog. If you want to measure a new point repeat > Step 1 until > Step 3 . Leaves the application Offset and return to the menu dialog of "FLP". Offset Left Foresight Point Offset Right TPS400 Mining Manual-1.0.0en Mining_z11 Station 25 Offset Results Saving data The following result data are stored in the internal memory: Measurement data: Offset information: PtID: Point number Offset: Hz: Horizontal Angle OffsetDir: Offset direction (left, up, right, down) V: Vertical Angle HD: Horizontal distance SD: Slope distance Offset value Coordinates of new offset point: E: Easting N: Northing H: Height The measurement data are already corrected. TPS400 Mining Manual-1.0.0en 26 Offset Setting out This program calculates the required elements to stakeout points from coordinates or manualy entered angles, horizontal distances and heights. Setting out differences can be displayed continuously. Polar setout Setting out coordinates from memory Procedure: Select the point. [DIST] Starts measurement and calculation of the stake-out elements. [REC] Saves the displayed values. [B&D] Input direction and Hz-distance of stake out point. [MANUAL] Enables simplified input of a point without ptID and without the possibility of storing the data of the point. TPS400 Mining Manual-1.0.0en Normal indication of polar setout offsets dHz, dHD, ddH. 27 dHz: Angle offset: positive if point to be set-out is to the right of the actual direction. dHD: Longitudinal offset: positive if point to be setout is further away. ddH: Height offset: positive if point to be setout is higher than measured point. Setting out Orthogonal setout The position offset between measured point and setout point is indicated in a longitudinal and transversal element. Cartesian setout dHeight: Height offset: positive if point to be setout is higher than measured point. Setting out is based on a coordinate system and the offset is divided into a north and east element. dLength: Longitudinal offset: positive if nominal point further away. dEast Easting offset between setout and actual point. dTrav.: Transversal offset, perpendicular to line-of-sight: positive if nominal point is to the right of measured point. dNorth Northing offset between setout and actual point. dHeight: Height offset: positive if point to be setout is higher than measured point. TPS400 Mining Manual-1.0.0en 28 Setting out Tie Distance The application Tie Distance computes slope distance, horizontal distance, height difference and azimuth of two target points measured online, selected from the Memory or entered using the Keypad. The user can choose between two different methods: Polygonal (A-B, B-C) Radial (A-B, A-C) Polygonal Method: TPS400 Mining Manual-1.0.0en Radial Method: Slope distance 1-2 Slope distance 1-3 2. Determine second target point. Proceed as with first target point. 3. Result is displayed. Centre point Slope distance 1-4 In principal both methods are the same. Any differences will be described. Procedure: 1. Determine first target point. [ALL] Starts measurement to the target point. [FIND] Searches internal memory for point entered. 29 Brg Azimuth between point1 and point2. dSD Slope distance between point1 and point2. dHD Horizontal distance between point1 and point2. ddH Height difference between point1 and point2. Tie Distance Softkeys - polygonal method: Softkeys - radial method: [NewPt 1] An additional missing line is computed. Program starts again (at point 1). [NewPt 1] [NewPt 2] Point 2 is set as starting point of a new missing line. New point (Pt 2) must be measured. [RADIAL] [NewPt 2] [POLY] Determine new central point. Determine new radial point. Switch to polygonal method. Switches to radial method. TPS400 Mining Manual-1.0.0en 30 Tie Distance Mining Editor Introduction Installation on the PC Program content "Mining Editor" (PC Program Package) is a Windows-based program used for the data exchange between the TPS400 Series and the PC. The installation program for the "Mining Editor" can be found on the CD-ROM supplied. Please note that the "Mining Editor" program can only be installed under the operating systems MS Windows 95, 98, ME, NT4.0, WINDOWS2000, XP. For the installation call program "setup.exe" in the directory "MiningEditor\Disk1" on the CDROM and follow the onscreen instructions to complete the installation. The "Mining Editor" can be used for the following purposes: TPS400 Mining Manual-1.0.0en 31 • Data Import & Export Import and export fixpoint files (ASCII format). • Data Transfer between PC and TPS400 instrument Upload and download of fixpoint files, upload of tolerances, download of measurement data and conversion of measurement data to various formats for peg calculation and archiving. Mining Editor Program content, continued Practical Examples • Define and upload Tolerances Defining tolerances, editing tolerances (password protected), uploading tolerances The following pages of the manual describe the functionality of "Mining Editor" with two practical examples. • Example2: Importing of fixpoints in ASCII format • Creating fixpoint files Creating and editing of fixpoint files (Coordinates) TPS400 Mining Manual-1.0.0en • Example1: Creating fixpoint files, Define tolerances, Uploading them to the instrument 32 Mining Editor First Example (Creating fixpoint files, define tolerances, uploading) Creating fixpoint files Define tolerances > Step 1 Open a new file: File ! New > Step 1 > Step 2 Enter point number, coordinates, backsight reference point, grade elevation. Open tolerances: Options ! Tolerances ! Edit > Step 2 Enter a password. Create a new password: Options ! Password > Step 3 > Step 3 Save the created coordinate list: File ! Save As (B = Backsight point and F= Foresight point). In the fixpoint entry module, the "Mining Editor" allows users to create, view, modify and save coordinate lists. TPS400 Mining Manual-1.0.0en Select a measuring sequence (BFFB, BFBF or BBFF). 33 > Step 4 Enter number of sets. Mining Editor First Example (Creating fixpoint files, define tolerances, uploading), continued Upload Fixpoints and Tolerances to the instrument Ensure that the unit setting on the instrument (Menu / All Settings / Unit Settings) is identical to the units set in the "Mining Editor" (Options ! Settings). > Step 5 a) Select a tolerance type (Primary, Secondary, Tertiary). b) Enter the values for: • Horizontal Angle Limit • Horizontal Distance Limit • Height Limit TPS400 Mining Manual-1.0.0en > Step 1 Open a fixpoint file: File ! Open > Step 2 Choose Upload: Data ! Upload > Step 3 Select a job. 34 > Step 4 Enter jobname, operator and comments. Operator and comments are optional. > Step 5 Select a tolerance type. Mining Editor Second Example (Importing of fixpoints in ASCII format) Process import fixpoint files > Step 2 ASCII-File search and select. > Step 3 Open the selected file. The "Mining Editor" allows to import fixpoint files in ASCII format. > Step 1 Follow the wizard onscreen instructions to produce the correct format. File ! Open > Step 4 TPS400 Mining Manual-1.0.0en 35 Save the created file: File ! Save as Mining Editor Leica Geosystems AG, Heerbrugg, Switzerland, has been certified as being equipped with a quality system which meets the International Standards of Quality Management and Quality Systems (ISO standard 9001) and Environmental Management Systems (ISO standard 14001). 734337-1.0.0en Printed in Switzerland - Copyright Leica Geosystems AG, Heerbrugg, Switzerland 2003 Original text Total Quality ManagementOur commitment to total customer satisfaction Ask your local Leica Geosystems agent for more information about our TQM program Leica Geosystems AG CH-9435 Heerbrugg (Switzerland) Phone +41 71 727 31 31 Fax +41 71 727 46 73 www.leica-geosystems.com
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