198 | Leica 1000Z01 guide

Element	Defined by:	Declaration

Straight	Starting point [chainage, H]	STRAIGHT

Arc	Start of curve [chainage, H],	000CURVE
	radius R.

Parabola	Start of curve [chainage, H],	PARABOLA
	parabola parameter p

End of project	Finishing point [chainage, H]	00000EOP

The V-alignment file is structured as follows:

1.Header

2.Data block: Definition 1st geometrical element

3.Data block: Definition 2nd geometrical element

4.Data block: Definition 3rd geometrical element

.....

n. Data block: Definition of end of project

The Header

41....+00Job-ID 42....+0VALIGNM 43....+STACOORD

WI 41 Job-ID: Job identification consists of 8 alphanumeric characters.

WI 42 Fixed name of the V-alignment file. May not be changed.

WI 43 Fixed name of the main-point method. May not be changed.

198

TPS-System 1000 Programs-2.3.1en

© Leica

Image 199

Leica 1000Z01 user manual 198

Contents

Manual Card Programs Symbols used in this Manual 205 Road Plus 249 File Editor 303 Monitoring 333 Index 341 View of chapters Contents Stakeout Introduction Measure Mode Results ConfigurationSelect Stakeout Method Plot Configuration Introduction Search Point Coarse Positioning Sets of Angles 129 Remote Height 105Hidden Point 111 Area Computation of Area 117 Road Plus 249 Local Resection 165Road line 171 205 Monitoring 333 File Editor 303Index 341 General Introduction Hardware and software required Installation in the PC TPS-WORKBENCH On the diskette bearing the label TPS 1000/2000/5000 System Firmware Diskette bearing the label TPS System textsSYS?VVV.SS Application programs ?????VVV.PRG????? Maximum of 5 characters for name Application Characters for version release number STAKEVVV.LENetc PrtxtVVV.LSP OrientationTIEVVV.LENetc RESECVVV.LENetc Stakeout Loading files into the TPS1000 instruments Applications Name Art.No Licence Code Version Language Loading system texts Select the command Transfer files in the UtilitiesMenu Programs Loading application Licence code Solving problems Select Main Menu List No. of application Licence code Remarks Licence code for TPS 1000 applications General notes SettingsUnits in this manual Preparation Instrument field setup Using the programData exchange Calling up the program Target eccentricity Designation of keys Introduction Orientation and Height Transfer Enter the target point number and height of the reflector Target Point Return to the dialog Target Point Point ListEnter a maximum of 10 points. The same point can be Retrieved several times Measure Mode Calculates the orientation, the elevation CalculationRespective standard deviations Orientation or height as well as delete erroneous Can also disable points from the calculationMore Information Display the residuals of individual measurements. You Easting, Northing, Elevation Target coordinates used Use for HtStatus Point no Recalculate the result and return to the dialog Plot Configuration Editor ConfigurationStart the Configuration Editor from the Target Point dialog Log FlName Two FacesUser Disp Log File File Dual-face MeasurementLog file Data will always be appended to the specified Log For each measurement, a record will be Record Pt2 00000 ResectionThis manual describes the Resection program TPS System 1000 theodolite series Station Data Proceed to the dialog Target PoinT Start the ConfigurationEnter station point number and height of the instrument Reflector Enter the target point number and height RESEC\ Measure MOD GSI Shown with the orientation This dialog the calculated station coordinates are TPS-System 1000 Programs-2.3.1en Start the Configuration Editor from the Station Data dialog TPS-System 1000 Programs-2.3.1en Station coordinates and orientation Data will always be appended to the specified Log-fileFor each measurement, a record will Be stored containing Typical log file entry in the Resection program Tie Distance Radial Mode TIED\ First Point TPS-System 1000 Programs-2.3.1en Results TPS-System 1000 Programs-2.3.1en Start the Configuration Editor from the First Point dialog TPS-System 1000 Programs-2.3.1en Log File FILE12.GSI Introduction Search Point Stakeout Points Coarse PositioningLine Offset For positioning are only displayed after two stakeout Offset Target noAzimuth Line Orthogonal Hz Angle STAKE\AZIMUTH & Distance Leica TPS-System 1000 Programs-2.3.1en Polar Stakeout Stakeout Dist Reflector. Positive in sign if point is Transversal displacementRight Reflector. Positive in sign if stakeout Longitudinal displacementPoint is further away from station Target no Point number of the point to be staked Stakeout with auxiliary points To the stakeout point Angle from the first auxiliary point toStakeout point Distance from the first auxiliary point Stakeout from Coordinate Differences Leica TPS-System 1000 Programs-2.3.1en Coarse Meth Select Stakeout MethodStakeout M Numeric values, corresponding to Plot is generated of the stakeout situation with a list 3D Stake Coordinates, setout coordinates und Recording of designCoordinates, setout height and height Difference in the log file Typical log file entry in the Stakeout program Free Station Station Data Target Point Without new input Same point number can be used several times FREST\MEASURRE Mode GSI1403 Well as the standard deviation of the results Calculates the 3D station coordinates and orientation as Orient Standard deviation of the Orientation Sequence number of the current point Can also disable points from the calculation of positionDistance error Or height as well as delete erroneous measured points Easting, Northing, Elevation Target coordinates used Sketch is true in angular but not true in distances. Points Configuration. The station point is in the centerGenerates a plot showing the measurement Top of the sketch shows the direction of Grid north. FREST\ Configuration Leica TPS-System 1000 Programs-2.3.1en Northing EastingHeight of station Next Typical log file entry in the Free Station program Reference Line ΔSpat.dist ΔLineΔPerp.l Determine Base Points Baseline Points 1403 Puoint no Change the theodolite face Exit the program Alpha Spatial distance Height reference pointΔPerp.lngth Length of perpendicular 100 Line / α If set to Inter, the Line / a option is Height Each modification of baseline Reference line is stored Configuration 104 Remote Height Point to the base point Measure Base PointPoint number of the base point Horizontal direction from the remote 107 Slope dist 109 REMHT\ Configuration Reflector 1 + Reflector Reflector 3 + Reflector Hidden Point Start the Configuration Editor from the Measure dialog Measure ROD Configuration Measure Rod Horizontal direction to the hidden Point numberPoint Slope. Dist This manual describes the Area program of the TPS Area Computation of AreaSystem 1000 theodolite series Straight line 119 Three Points ArcsEnsure the central angle of any arc is always smaller Than 180 200 gon Radius Arc Select arc defined by 2 points and radius Exit the program Accept the input. Continue with dialog Measure Calculation Shows a plot of the present area Area results recording formatReturn to the dialog Results Code Set YES for dual-face measurement 126 Point and end point, horizontal For each section of the area, startDistance and azimuth are stored 128 Sets of Angles Sets menu view Sets Menu Targets must be entered in Dialog First SET Measure ModeMeasure First Set A new instrument station. The point number for ALL Dist Measure Further Set ΔHz Calculate Horizontal and Vertical Sets Calculate Mode Number of measurements and accuracies Formats and Data Recording Code Target number Average of all sets Directions averaged from all valid setsDifferences or residuals for the points observed SETS\ More Info HZ More Information 139 MR= Σv² = ±2 1s-1 13-1 MM = = ±1 Examples and used formulae PtNr Face Average face Average d = d a +II a MR= Σv² = ±2 MM = = ±1 Used formulae and designations Start the Configuration Editor from the Sets Menu dialog Angle Tol Hz Tol Standard deviation of an angle Average horizontal and verticalAngles of all sets, the standard Deviation for one measurement 146 Traverse Traverse menu Traverse Menu New traverse Select method of orientation Calculate Azimuth Enter Backsight Azimuth Occupy station 154 Traverse Point / Sideshot Point Close traverse 157 Length of traverse sum of legs Examples Codeblock with results of the traverse closureCode Number of traverse points Return to the dialog Closure Results Plot Input of code number for recording Mult Meas Set YES for the multipleMeasurement No for the single measurement Mean value of the measurements and the respective Multiple MeasurementMeasurement to a point can be repeated as often as Desired to achieve a higher accuracy or reliability. 162 Date and time Header line will contain the nameThis program, information about Instrument, the name of the data file 164 Local Resection LRES\ Station Data Target Points Station no LRES\ Configuration 170 Centre-line offset Road lineManual describes the program Road Line for Leica TPS 1000 series Permitted elements in the Hz-alignment Straight File name ALN?????.GSIFile name PRF?????.GSI File name CRS?????.GSI Parabola Permitted elements in V-alignments StraightPermitted elements in cross sections Alignment Calculation program only Program concept If no V-alignment is selected, points can only be set Out or inspected in two dimensions. WithoutAlignment Selection of files Are found, the inspection is aborted Checking files 177 Program flow Element Cross sections Selecting points in the cross section Offset of the centre of the X-section Horizontal displacement centre-lineBy this amount Returns to dialog Cross Section Plot ROADL\ Point Coords Stakeout Section Check ROADL\ X-SECTION Check Chainage Display of results Result of the road station and offset is stored ALN Files dialog Start the Configuration Editor from the Select 189 Measurement 191 Hz-alignment Data format 193 Lasttmpl Data block 195 00100000 73....+Tmpl0123 Example S-line with a straight connection410001+Example1 110002+00000000 Alignment V-alignment definition = V-alignment 198 72 = 00000NON +02091126 83..10+00415000 Example Crest and dip410001+Example1 +0VALIGNM 01142936 83..10+00422500 Aspect Chainage increasing Cross sections 202 Empty \roaddata Leica ROADDATA.EXE for providing setting-out data filesUsing the ROADDATA.EXE program Road Data Entry program Cogo 206 Direc. Type Call up the Configuration-Editor Search Given Computes distance and direction between two points Call up the function in the Cogo Menu dialog Southwest FromHoriz.Dist Computes a new point given a direction and distance TraverseFrom a known point Call up the function from the Cogo Menu Polar calculation Defining direction by magnetic bearingQuadrant Northeast Subtract MultiplyDivide Add Azimuth Defining direction by Display of corrected Azimuth Display of entered Azimuth ref. toAccept displayed values and proceed to dialogue Traverse Call up of a distance which has been Defining horizontal distanceHoriz Dist Entering horizontal distance Entering distance for a negative Display of entered horizontal distanceEntering distance for a positive Correction Following dialog box shows the result of the traverse Intersections Bearing-Bearing Intersection Intersections Call up the function from the menu Enter magnetic bearing First or Configuration during Direc.TypeEnter quadrant First or second Straight lines Type Configuration during DirecEnter bearing, mangnetic bearing resp Azimuth if Azimuth is selected COGO\BRG-BRG Results S1 and S2 Y Bearing-Distance IntersectionSearch Bearing-bearing coordinates COGO\ Bearing from Determining the direction by means of the function Enter quadrantThen the azimuth of the straight line Can be entered Enter bearing, mangnetic bearing Selected in the configuration duringResp. azimuth if Azimuth is Entering radius Enter distance from pointCall up of a radius which has been COGO\ BRG-DIST Results Point 1 Y, X, radius Distance-Distance IntersectionPoint 2 Y, X, radius COGO\ Distance #1 from Enter distance from points COGO\ DIST-DIST Results Call up the function in the Cogo Menu Offsets Lateral point 3 Y Distance-OffsetBaseline Start Point 1 Y Baseline End Point 2 Y Call up the function from the menu Offsets Offset Display lateral deviation/ordinate Q Following dialog box shows the results Lateral point 3 coordinates Y Orthogonal point calculation 242 Call up of a distance along baseline Using the function PolarEnter distance along baseline L Entering distance along baseline From start Stored using the function PolarEnter lateral deviation/distance from start Q Entering lateral deviation/distance Entering height optional Entering point number of the lateralDisplay of east coordinate Display of north coordinate Circle centre coordinates Three Point ArcArc point 1 Y COGO\ First PT on ARC Following dialog box shows the results of the calculation Alignment Definition Data Files Road Plus 250 Parameters of parabola Defined by chainage and height= crest + = dip Number of points in a cross section Creating Data Files Program Overview Getting Started ROAD+\ Configuration 255 List Help Conf Horizontal alignment file contains the following elements Cross section Fill Cross Section DefinitionCross section Cut Negative offset Positive offset Cross Section name Starting Chainage Cross Section Assignment File Interpolation along a cross section Cross Section InterpolationInterpolation between cross sections Superelvation governed by cross sections Superelevation/WideningCross Section D Full Superelevation Cross Section C Station Equation File File Checking Preparing for the example Stakeout Using Horizon- tal Offset 265 266 Template SCLO Slope extends well beyond expected Catch PointTutor 35.000 16.700 500 030 TypCut 16.630 ROAD+\ Chainage & Offset Hght Offset Offset Access the cross section options Horizontal offset to apply to current Interpolated Previous Element HorizontalInterpolated Activates the stakeout program Stakeout and Record point 1403 Target no 00000 Dist 007 Height Stakeout Next point on Cross Section 276 Check Xsec Help 25.000 500 Easting 331.000 Northing 340.500 Elevation 31.200 Horizontal Offset Stake Out Summary Start Roadplus & Set Configuration Options Horizontal file must be selected Select Alignment Files Set offset value and select point to stakeout Stakeout the point Select new chainage CL Offset Catch Point ΔXS Hgt Diff Slope StakingCross Section +200.000 Centerline Plan View Catch Centr Help Plot 287 Slope Staking Menu Function Key Summary Reference Point 290 Element Definition Declaration Alignment file Data FormatsHorizontal Alignment Following geometric elements are supported Comments Example of a Horizontal Alignment Vertical Alignment File Header Vertical AlignmentTangent Coordinate Km,H to Coordinate Km,H Parabola length End of project Coordinate Km,H 00000EOP Example of a vertical alignment file Header of the cross section file Cross SectionsGeometric elements supported Element Definition +TEMPLATE Example Elements supported Definition Cross Section AssignmentsHeader of the Cross Section Assignment file +CRSASKER Data block for a station equation is structured as follows Station EquationsElements supported Header of the Station Equation file 301 302 Creation of files File Editor It is possible to insert also a new data set Editing files File Type Select type of file Coordinate, refer to chapter Open fileStart program File Editor from the Main Menu Programs dialog Insert code block, see dialog Coordinates Goto start of file Goto end of file Call function Insert Point Coordinates in menu Insert Record Save Info Call function Insert Code Block in menu InsertSequence number of current point Input of code number File pages 307 Start dialog Search in dialogs View / Edit Insert new Header, see dialog File Id Job IdFile Type Insert Curve In, see dialog Template StationEle Type Radius 315 Input of station chainage Search for station Start dialog Search in the dialogs View / EditDirection Forward Searching for station 0VALIGNM Insert Tangent Insert Circular Curve Display for the vertical alignment file Input of elevation Call function Insert Parabola in menu InsertParameter Input of parabola parameter File pages 317 Template Display of cross section file Slope ratio ΔHz-DistSO Ht diff Cut/Fill File pages 322 Station Equation Display for the station equation file Input of job identificaton Ahead Sta. EqnBack Pages 326 Start dialog Search in dialogs View / Edit File Cross-section Assignment CRS File Display of section assignment fileSelection of relevant cross section file Input of start station for this template Selection of template Station Input of station chainage Pages 330 Monitoring 334 Main menu Selecting points Points will be saved in the set measurement file Measurement menu Selecting the points to be measured Timer selection Point measurement End monitoring Index 342 343 Section Check 184 Transfer ISO standard 664901-2.3.1en